MONDAY | 10:30 - 11:45 |
SPACE 1 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:40 | STRATEGIES FOR THE NONLINEAR SEISMIC MODELLING OF MASONRY BUILDINGS IN AGGREGATE G. Uva, S. Casolo | |||||||
10:40 - 10:48 | NONLINEAR MACRO-ELEMENT FOR VERTICAL AND BATTER PILE GROUPS M. Cemalovic, J.B. Husebø, A.M. Kaynia | |||||||
10:48 - 10:56 | SEISMIC ASSESSMENT OF EXISTING CIRCULAR HOLLOW RC PIERS SUBJECTED TO CORROSION THROUGH NLFEA B. Belletti, B. Calcavecchia, E. Michelini, S. Ravasini | |||||||
10:56 - 11:04 | NONLINEAR MODELLING OF STEEL WIDE-FLANGE COLUMNS: FRONTIERS AND PROSPECTS FOR FUTURE DEVELOPMENTS O. Moammer, A. Imanpour, R. Tremblay | |||||||
11:04 - 11:12 | FULLY AUTOMATED ASCE-41-CONFORMING ELEMENT FOR THREE-DIMENSIONAL ANALYSIS OF RC WALLS K. Kolozvari, D. Bech, S. Oliver, B. Tremayne, S. Mazzoni | |||||||
11:12 - 11:20 | A FAMILY OF DAMAGE-PLASTICITY FRAME ELEMENTS WITH STRENGTH AND STIFFNESS DETERIORATION J. Cohen, F.C. Filippou | |||||||
11:20 - 11:28 | ENERGY DISSIPATION AND DAMAGE EVOLUTION CONSIDERATIONS IN THE INELASTIC TRANSIENT RESPONSE OF FRAMES F.C. Filippou, J. Cohen | |||||||
11:28 - 11:36 | A COMPARATIVE STUDY OF SIMPLIFIED MODELS AND COMPLEX 3D DSSI ANALYSIS FOR MONOPILE-SUPPORTED OWTS D. Gallese, J. Go, J. Sasaki, Z. Lubkowski | |||||||
11:36 - 11:45 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
10:30 - 10:39 | A 3 ELEMENT MODEL FOR THE DAMAGE CONTROLLED DESIGN: THE CASE STUDY OF THE FAZZINI COLLEGE L. Gioiella, F. Micozzi, L. Ragni, A. Dall Asta | |||||||
10:39 - 10:49 | A NOVEL ACTIVE CONTROL SYSTEM FOR THE SEISMIC PROTECTION OF STRUCTURES: TECHNOLOGY AND APPLICATION F. Menardo, G. Rebecchi, M. Rosti, S. Cii, G. Ducoli, G. D Agostino, A. Bussini, P.M. Calvi, M. Lenzi | |||||||
10:49 - 10:59 | ANALYTICAL SIMULATION OF TLD AND ASSESSING THE EFFECTS OF TLD ON THE RESIDUAL DISPLACEMENT B. Dag, M. Borekci | |||||||
10:59 - 11:08 | ASSESSMENT OF STRUCTURES EQUIPPED WITH TWO NEW AXIAL METALLIC AND VISCOPLASTIC DAMPERS M. Ghandil, H. Tajmir Riahi, F. Behnamfar | |||||||
11:08 - 11:18 | BEHAVIOR OF PENDULUM DAMPER STRUCTURES UNDER THE EFFECT OF EARTHQUAKE AND HARMONIC LOADS B. Ozturk, Y.E. Kebeli, E. Aydin, H. Cetin | |||||||
11:18 - 11:27 | DESIGN OF NEW OPTIMAL PASSIVE NON-DETUNING MASS DAMPER L. Martinelli, G. Grillo | |||||||
11:27 - 11:36 | BUILDING POUNDING ASSESSMENT AND ITS MITIGATION STRATEGIES N. Mohan, P. Banerji | |||||||
11:36 - 11:45 | EFFECT OF UNCERTAINTY IN RC WALLS ON SEISMIC RESPONSES OF BUILDINGS WITH FORCE-LIMITING CONNECTIONS C.F. Mayorga, G. Tsampras | |||||||
BROWN 1 | ||||||||
GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
10:30 - 10:38 | AN OVERVIEW OF A NEW INITIATIVE: NGA-WEST3 RESEARCH PROGRAM Y. Bozorgnia, N. Abrahamson, L. Alatic, G. Atkinson, D. Boore, T. Buckreis, K. Campbell, B. Chiou, J. Donahue, N. Gregor, Z. Gulerce, I. Idriss, T. Kishida, A. Kottke, N. Kuehn, M. Li, G. Parker, J. Stewart, K. Sung, R. Youngs | |||||||
10:38 - 10:48 | A GENERAL FRAMEWORK FOR MODELING SUBREGIONAL PATH EFFECTS T.E. Buckreis, P. Wang, S.J. Brandenberg, J.P. Stewart | |||||||
10:48 - 10:58 | CORRELATION OF NON-ERGODIC PATH EFFECTS FOR INTENSITY AND GROUND-MOTION DATA C.H. Sung, N. Abrahamson | |||||||
10:58 - 11:08 | COMPARISONS OF SITE RESPONSE MODELS FOR GROUND-MOTION PREDICTION EQUATIONS FOR SUBDUCTION EARTHQUAKE J.X. Zhao, Y. Liu, J. Chen, R. Hou, S. Bai | |||||||
11:08 - 11:18 | IMPLEMENTATION OF RECENT DIRECTIVITY MODELS FOR PROBABILISTIC SEISMIC HAZARD ANALYSIS OF CALIFORNIA L. Al Atik, N. Gregor, S. Mazzoni, Y. Bozorgnia | |||||||
11:18 - 11:28 | DIRECTIVITY MODELS ISSUES AND IMPLEMENTATIONS IN COMPLEX FAULT SYSTEMS B. Rowshandel, J. Maffei | |||||||
11:28 - 11:38 | GROUND MOTION MODELS FOR THE NGA-WEST2 DATASET USING MACHINE LEARNING S. Pezeshk, F. Sedaghati | |||||||
11:38 - 11:48 | EFFECT OF LONG-DURATION ON SPECTRAL AMPLITUDE AND ITS EMPIRICAL MODELING FOR DESIGN INPUT MOTION H. Kawase, E. Ito, K. Nakano, Z. Wang | |||||||
BROWN 2 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:45 | INTRODUCTION | |||||||
10:45 - 11:00 | SCALING WALLS: CHALLENGES FOR RESEARCH AND PRACTICE J. Wallace | |||||||
11:00 - 11:15 | DESIGN AND DETAILING OF RC WALLS ACCORDING TO EN 1998 (EUROCODE 8) H. Varum | |||||||
11:15 - 11:30 | NONLINEAR MODELING AND RESPONSE SIMULATION OF REINFORCED CONCRETE WALLS UNDER GENERALIZED LOADING CONDITIONS K. Orackal | |||||||
11:30 - 11:45 | HOW NONLINEAR THINKING SHOULD CHANGE THE ENGINEER’S DESIGN PROCESS FOR CONCRETE WALL BUILDINGS J. Maffei | |||||||
AMBER 1 | ||||||||
BCI11 - SEISMIC REHABILITATION AND RETROFITTING OF BRIDGES | Convenors: A. Kapppos, K. Mackie, A. Sextos | ||||||||
10:30 - 10:40 | SEISMIC RETROFITTING OF BRIDGE PIERS USING UHPC Z. Ralli, R. Salazar Gonzalez, K. Tsiotsias, S. Pantazopoulou | |||||||
10:40 - 10:50 | SELF-CENTERING TECHNIQUE FOR EXISTING CONCRETE BRIDGE COLUMNS USING PRESTRESSED FE-SMA REBARS S. Raza, R. Widmann, J. Michels, M. Motavalli, M. Shahverdi | |||||||
10:50 - 11:00 | ASSESSMENT OF SMA-REINFORCED CONCRETE JACKETING IN MITIGATING DAMAGE LEVELS OF MODERN RC BRIDGES M. Cetinkaya, E. Tasdemir, J. Zhang, M. Saiidi, E. Taciroglu | |||||||
11:00 - 11:10 | CYCLIC TESTS AND RETROFIT STRATEGIES FOR PRECAST TWO-COLUMN BENTS OF RAILWAY BRIDGES. L. Carvalho, M. Pimentel, P. Delgado, A. Arêde, N. Vila Pouca, J.R. Pinto | |||||||
11:10 - 11:20 | CASE STUDIES ON THE SEISMIC PERFORMANCE IMPROVEMENT OF CONCRETE BRIDGES BUILT IN THE 1960S B. Wang, S. Valdovinos, Q. Zhang, C. Wong, C. Boissy | |||||||
11:20 - 11:30 | RETROFIT ASSESSMENT ON EXISTING INFRASTRUCTURE THROUGH MULTI-CRITERIA ANALYSIS V. Borghese, M. Capasso, C.P. Contiguglia, D. Lavorato, S. Santini, C. Nuti | |||||||
11:30 - 11:40 | FRAGILITY REDUCTION FOR A SIMPLY SUPPORTED MULTI-SPAN PRESTRESSED RC BRIDGE RETROFITTED WITH LRB L. Amico, R. Martini, V. Nicoletti, S. Carbonari, F. Gara, L. Dezi | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 2 | ||||||||
CHH1 - NEW TRENDS IN COMPUTATIONAL AND EXPERIMENTAL DYNAMICS OF HISTORICAL MASONRY STRUCTURES | Convenors: F. Clementi, A. Formisano, G. Milani | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:41 | ON THE BLOCK-BASED NUMERICAL MODELING OF MASONRY DYNAMICS A.M. D Altri, P.B. Lourenço, S. de Miranda, G. Vlachakis | |||||||
10:41 - 10:49 | ANALYSIS OF THE DYNAMIC RESPONSE OF A HISTORIC BUILDING TREATED WITH JET GROUTING. E. Botero-Jaramillo, O. Perafan, E. Ovando-Shelley | |||||||
10:49 - 10:57 | ASSESSING THE SEISMIC BEHAVIOR OF STONE ARCHITECTURAL HERITAGE USING THE GEOTECHNICAL CENTRIFUGE H. Park, S. Lee | |||||||
10:57 - 11:05 | ASSESSMENT OF MASONRY TOWERS SEISMIC VULNERABILITY THROUGH NON-LINEAR SSI NUMERICAL MODELLING A. di Lernia, A.F. D Oria, G. Uva, G. Elia | |||||||
11:05 - 11:13 | ASSESSMENT OF THE SEISMIC VULNERABILITY OF MEDIEVAL DEFENSIVE WALLS TOWARD OUT-OF-PLANE MECHANISMS V. Cima, E. Grande, S. Lirer | |||||||
11:13 - 11:21 | COMBINED MEAN-FIELD HOMOGENISATION FOR CALCULATING THE ORTHOTROPIC PROPERTIES OF MASONRY STRUCTURES A. Drougkas, V. Sarhosis | |||||||
11:21 - 11:29 | COMPARISON OF LATERAL LOAD LIMIT ANALYSIS AND TIME HISTORY ANALYSIS OF MORTAR-BONDED MASONRY ARCH R. Avasthi, D.C. Rai | |||||||
11:29 - 11:37 | AUTOMATIC DAMAGE DETECTION IN ARCHITECTURAL HERITAGE STRUCTURES A. Casanova Municchia, C. Martellini, F. Patanè, T. Pagliaroli, S. Imperatore | |||||||
11:37 - 11:45 | A MULTI-DISCIPLINARY APPROACH TO THE STUDY OF CULTURAL HERITAGE TOWERS A. Montabert, R. Yanez-Chura, C. Giry, D. Mercerat | |||||||
AMBER 3 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenors: M. Todorovska, D. Spina | ||||||||
10:30 - 10:40 | ASSESSING THE SENSITIVITY OF SEISMIC FRAGILITY CURVES TO MODELING ERRORS USING SHM AND DIGITAL TWINS K. Erazo | |||||||
10:40 - 10:50 | COMPARATIVE STUDY OF DISPLACEMENT MEASUREMENTS FROM SHAKING TESTS OF A FULL-SCALE 10-STORY BUILDING M. Saifullah, D. Skolnik, D.M. Dowden, K.H. Lotfizadeh, M. Franke, M. Ciudad-Real | |||||||
10:50 - 11:00 | AN ADAPTIVE MODAL FILTER FOR PERIODIC TRACKING OF FREQUENCY VARIATION IN ITALIAN SEISMIC OBSERVATORY D. Spina, F. Bocchi, G. Acunzo | |||||||
11:00 - 11:10 | DIGITAL TWIN FOR HERITAGE STRUCTURAL HEALTH MONITORING: FIRST EXPERIMENTAL TESTS. R. Machete, M. Ponte, A.P. Falcão, R. Bento | |||||||
11:10 - 11:20 | DAMPING RATIO ASSESSMENT FOR TWO FULL-SCALE OPERATIONAL ONSHORE WIND TURBINES T. Nunez Acuna, C. Ventura | |||||||
11:20 - 11:30 | MODEL-DRIVEN SEISMIC MONITORING OF PALAZZO DEGLI ELEFANTI IN CATANIA, ITALY M.G. Bruna Merani, D. Sivori, F. Bocchi, D. Spina, S. Cattari | |||||||
11:30 - 11:40 | STRUCTURAL HEALTH MONITORING OF A FULL-SCALE MASONRY BUILDING PROTOTYPE USING SMART BRICKS A. Meoni, A. D Alessandro, M. Mattiacci, G. Virgulto, N. Buratti, F. Ubertini | |||||||
11:40 - 11:50 | LOCALIZATION OF EARTHQUAKE-INDUCED STRUCTURAL DAMAGE USING OUTPUT FEEDBACK EIGENSTRUCTURE ASSIGNMENT M. Ulriksen, D. Bernal | |||||||
AMBER 4 | ||||||||
TNM2 - SEISMIC DESIGN, RISK MANAGEMENT AND CONSEQUENCE ANALYSIS OF HAZARDOUS INDUSTRIAL FACILITIES IN URBAN | Convenors: F. Paolacci, C. Butenweg, K. Pitilakis | ||||||||
10:30 - 10:40 | DAMAGE TO OIL TANKS CAUSED BY STRONG GROUND MOTION DUE TO RECENT THREE EARTHQUAKES IN JAPAN K. Hatayama | |||||||
10:40 - 10:50 | EARTHQUAKE AND TSUNAMI MULTI-HAZARD NATECH RISK ASSESSMENT FOR PETROCHEMICAL STORAGE FACILITIES A. Vitale, G. Baltzopoulos, I. Iervolino | |||||||
10:50 - 11:00 | SHAKING TABLE AND HYBRID SIMULATION TESTS FOR RESILIENT PIPELINE NETWORKS AND INDUSTRIAL FACILITIES A. Sextos, Z. Zhang, N. Psyrras, O. Kwon, S. Bousias | |||||||
11:00 - 11:10 | GUIDELINE FOR THE SEISMIC DESIGN OF HIGH-PRESSURE GAS PIPELINES S. Chatterji, T. Kubalski, C. Butenweg, U. Marewski, J. Stratmann, C. Engel | |||||||
11:10 - 11:20 | IMPACT MODELS FOR INDUSTRIAL FACILITIES AFFECTED BY THE 2023 KAHRAMANMARAS, TURKIYE EARTHQUAKES R. Sheikhi Garjan, G. Sagbas, K. Sarikaya, D. Deniz | |||||||
11:20 - 11:30 | RELATIONSHIPS BETWEEN EARTHQUAKE-INDUCED DAMAGE AND MATERIAL RELEASE FOR LIQUID STORAGE TANKS C. Grajales-Ortiz, P. Bazzurro, D. Vamvatsikos, V.E. Melissianos, K. Bakalis, M. Kohrangi | |||||||
11:30 - 11:40 | REVISED EC8-COMPATIBLE SEISMIC HAZARD MAPS FOR THE SEISMIC DESIGN OF INDUSTRIAL FACILITIES S. Apostolaki, E. Riga, D. Pitilakis, K. Pitilakis | |||||||
11:40 - 11:50 | EXPERIMENTAL VALIDATION OF CONVENTIONAL UPLIFT COMMENCEMENT CONDITION OF LIQUID STORAGE TANKS Y. Yoshida, T. Taniguchi | |||||||
AMBER 5 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:50 | EARTHQUAKE RUPTURE FORECAST DEVELOPMENTS AT THE USGS E. Field | |||||||
10:50 - 11:05 | APPLICATION OF NON-ERGODIC GROUND-MOTION MODELS IN PROBABILISTIC SEISMIC HAZARD ANALYSES N. Abrahamson | |||||||
11:05 - 11:15 | EVALUATION OF GROUND-MOTION MODELS FOR HIMALAYAN REGION S. Sharma, U. Mannu, S. Bora | |||||||
11:15 - 11:25 | SEISMIC HAZARD OF THE SAN RAMON FAULT CONSIDERING POISSONIAN AND NON-POISSONIAN RECURRENCE MODELS H. Dominguez, P. Heresi | |||||||
11:25 - 11:35 | RECOMMENDATIONS ON BEST AVAILABLE SCIENCE FOR THE UNITED STATES NATIONAL SEISMIC HAZARD MODEL J.G. Anderson, G. Atkinson, J. Baker, K. Campbell, H. DeShon, T. Jordan, K. Kelson, N. Shome, J. Stewart | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
AMBER 6 | ||||||||
ASR9 - INTEGRATED SEISMIC AND ENERGY RETROFITTING OF EXISTING BUILDINGS | Convenors: D. Bournas, T. Triantafillou, D. Pohoryles | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | INNOVATIVE SEISMIC AND ENERGY RETROFITTING OF EXISTING BUILDINGS: OVER HALF A DECADE OF RESEARCH D. Bournas, D. Pohoryles, S. Kallioras | |||||||
10:43 - 10:53 | OUT-OF-PLANE BEHAVIOR OF IN-PLANE DAMAGED INFILLS RETROFITTED WITH TRM AND THERMAL INSULATION P. Gkournelos, T. Triantafillou | |||||||
10:53 - 11:01 | SHAKING TABLE TESTS ON A TWO-STORY MASONRY INFILLED RC BUILDING WITH AND WITHOUT TCP RETROFIT E. Baek, D.A. Bournas, D.A. Pohoryles, J. Kim, S. Woo | |||||||
11:01 - 11:09 | PSEUDODYNAMIC TESTS ON A TWO-STOREY INFILLED RC FRAME RETROFITTED WITH INTEGRATED SOLUTIONS C. Del Vecchio, C. Molitierno, M. Di Ludovico, A. Balsamo, A. Prota | |||||||
11:09 - 11:17 | ASSESSMENT OF INTEGRATED SEISMIC AND ENERGY UPGRADING OF BUILDINGS THROUGH FULL-SCALE TESTING C. Chrysostomou, R. Votsis, N. Kyriakides, C. Filippou, R. Illampas, P. Eleftheriou, G. Evripidou, S. Bousias | |||||||
11:17 - 11:25 | VALIDATION STRATEGY FOR NOVEL INTEGRATED RETROFIT SOLUTIONS: THE CASE OF FRAMED SYSTEMS ON URM WALLS P. Morandi, L. Albanesi, N. Damiani, C.F. Manzini | |||||||
11:25 - 11:33 | DESIGN AND APPLICATION OF THE “RESISTO 5.9 TUBE” SYSTEM TO EXISTING RC BUILDINGS: A CASE STUDY E. Meglio, A. Rossi, A. Dallari, M. Fabbri, A. Formisano | |||||||
11:33 - 11:41 | DESIGN AND CHECK METHOD OF LIGHTWEIGHT EXOSKELETONS AS INTEGRATED SEISMIC-ENERGY RETROFIT SYSTEM E. Meglio, A. Formisano | |||||||
11:41 - 11:45 | DISCUSSION | |||||||
AMBER 7 | ||||||||
BCI2 - SEISMIC RISK AND RESILIENCE ASSESSMENT OF INTERDEPENDENT URBAN LIFELINES AND SYSTEMS | Convenors: B. Stojadinovic, K. Pitilakis, V. Silva | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | SEISMIC RISK AND RESILIENCE ASSESSMENTS FOR CRITICAL INFRASTRUCTURE NETWORKS IN NEW ZEALAND L. Wotherspoon, C. Zorn, T. Logan, R. Mowll, C. Lan, S. Costello | |||||||
10:45 - 10:55 | A DECOUPLED FRAMEWORK TO ESTIMATE SEISMIC RESILIENCE OF INTERDEPENDENT INFRASTRUCTURE SYSTEMS Y. Zhang, M. Ouyang | |||||||
10:55 - 11:05 | INVESTIGATING THE IMPACT OF UTILITIES DISRUPTION ON BUILDING'S POST-EARTHQUAKE FUNCTIONAL RECOVERY N. Mohammadgholibeyki, M. Koliou, A. Liel | |||||||
11:05 - 11:15 | A MULTI-DIMENSIONAL METHODOLOGY FOR ASSESSING THE SEISMIC FUNCTIONAL RECOVERY BRIDGE NETWORKS S. Ghasemi, M. Roohi | |||||||
11:15 - 11:25 | SIMULATION PLATFORM FOR EARTHQUAKE PERFORMANCE EVALUATION OF URGENT MEDICAL CARE NETWORKS J.C. de la Llera, P. Aguirre, G. Candia, A. Cataldo, M. Monsalve, J.P. Munoz, M. Arre, F. Bertín, G. Angulo, J. Verschae, J.C. Hernández, Y. Merino, J. Guaman | |||||||
11:25 - 11:35 | ENHANCING SEISMIC RESILIENCE: A SYSTEMIC APPROACH FOR THE RISK ASSESSMENT OF THE EMERGENCY SERVICES A. Poudel, K. Pitilakis, V. Silva | |||||||
11:35 - 11:45 | CAUSALITY-BASED DECISION SUPPORT FOR SEISMIC RESILIENCE OF POWER GRIDS CONSIDERING BRAESS'S PARADOX Y. Kwon, J. Song | |||||||
AMBER 8 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:42 | IMPORTANCE OF SHEAR WAVE VELOCITY PROFIL ACCURACY IN DYNAMIC RESPONSE ANALYSIS M. Karray, D. Verret | |||||||
10:42 - 10:51 | CYCLIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF VOLCANIC SOIL IN SIMPLE SHEAR TESTING I. Farina, G. Lanzo, P. Tommasi | |||||||
10:51 - 11:00 | THE EFFECT OF FLY ASH ON DYNAMIC BEHAVIOR OF SAND-FLY ASH MIXTURE E. Angelova, V. Sheshov, J. Bojadjieva, K. Edip, T. Kitanovski, D. Ivanovski, S. Dimitrijevic | |||||||
11:00 - 11:09 | EFFECTS OF SOIL FABRIC ON CYCLIC TRIAXIAL LIQUEFACTION BEHAVIOR OF SANDY SOIL K. Lau, T. Kiyota, J. Kurima | |||||||
11:09 - 11:18 | NONLINEARITY IN SOIL–FOUNDATION–STRUCTURE INTERACTION G. Gazetas | |||||||
11:18 - 11:27 | LIQUEFACTION RESPONSE OF A PILE-SUPPORTED WHARF ON LIQUEFIABLE GRAVELLY RECLAMATIONS FROM 2D NONLINE R. Dhakal, M. Cubrinovski | |||||||
11:27 - 11:36 | INFLUENCE OF THE NON-LINEAR DYNAMIC RESPONSE OF SOILS IN THE PREDICTION OF SEISMIC RISK Y.F. Vargas-Alzate, A.M. Zapata-Franco, R. Gonzalez, L.G. Pujades, J.V. Vaunat | |||||||
11:36 - 11:45 | DYNAMIC RESPONSE OF A CASE STUDY LARGE ROCKFILL DAM BUILT IN A NARROW VALLEY D. Verret, D. LeBoeuf | |||||||
SUITE 6 | ||||||||
IDD2 - SUSTAINABLE TECHNOLOGIES FOR SEISMIC ISOLATION | Convenors: M.R. Marsico, J. Londono Monsalve, M. Craciun | ||||||||
10:30 - 10:40 | A CONSTITUTIVE APPROACH FOR HIGH-DAMPING RUBBER MATERIALS UNDER UNIAXIAL CYCLIC LOADINGS B. Chen, J. Dai, Z. Shao, Y. Yang, W. Bai, Y. Zhang, T. Song, Q. Guan | |||||||
10:40 - 10:50 | DYNAMIC CHARACTERISTICS OF COMBINED SEISMIC ISOLATION SYSTEM WITH QZS AND TID J. Iba, K. Watanabe, K. Miyamoto, K. Ishii, M. Kikuchi | |||||||
10:50 - 11:00 | EXPERIMENTAL CHARACTERIZATION OF UNBONDED HIGH-DAMPING FIBER-REINFORCED ELASTOMERIC ISOLATOR G. Pianese, N. Van Engelen, G. MIlani | |||||||
11:00 - 11:10 | METAMATERIALS FOR SUSTAINABLE SEISMIC ISOLATION S. Pope | |||||||
11:10 - 11:20 | GRAPHENE NANOPLATELETS LAYERS ON RECYCLED RUBBER M.R. Marsico, E. Kovalska, M.F. Craciun, J.M. Londono Monsalve | |||||||
11:20 - 11:30 | MODELING OF THE EXPERIMENTAL BEHAVIOR OF RUBBER-GRAPHENE SPECIMENS C. Napolitano, J.M. Londoño Monsalve, N. Vaiana, L. Rosati | |||||||
11:30 - 11:40 | INVESTIGATIONS ON THE CREEP DISPLACEMENT OF LAMINATED RUBBER BEARINGS OVER 56 YEARS IN SERVICE N. Murota, K. Katou, S. Takeuchi, N. Masaki, S. Fujita, S. Okamura, T. Yamamoto, H. Ahmadi, R. Picken, J. Kingston | |||||||
11:40 - 11:50 | SEISMIC ISOLATION DEVICE OF ZINC RUBBER BEARING WITH ENVIRONMENTALLY FRIENDLY ENERGY ABSORPTION CORE C. Tsai, H. Su, W. Liao | |||||||
SUITE 7 | ||||||||
GEO5 - CHALLENGES IN THE SEISMIC DESIGN OF SHALLOW FOUNDATIONS | Convenors: F. De Silva, L. Deng, S. Sica | ||||||||
10:30 - 10:54 | ROCKING ISOLATION: SOME NEW DEVELOPMENTS I. Anastasopoulos | |||||||
10:54 - 11:18 | THROUGH-SOIL STATIC AND DYNAMIC INTERACTION BETWEEN ADJACENT SHALLOW FOUNDATIONS S. Sica, E. Zeolla | |||||||
11:18 - 11:27 | SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOOTINGS ADJACENT TO SLOPES O. Casablanca, G. Di Filippo, E. Cascone, G. Biondi | |||||||
11:27 - 11:36 | SEISMIC PERFORMANCE ASSESSMENT OF SHEAR WALL STRUCTURES BASED ON ROCKING SHALLOW FOUNDATIONS S. Hamidpour, R. Paolucci | |||||||
11:36 - 11:45 | THE UPLIFTING EFFECT OF EMBEDDED FOOTINGS ON THE DYNAMIC RESPONSE OF STEEL BRACED FRAMES E. Guanchez, R. Weyler, M. Sanchez | |||||||
SUITE 8 | ||||||||
RES11 - SEISMIC RETROFIT FOR RESILIENT COMMUNITIES | Convenors: M. Fox, D. Grant, W.Y. Kam | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | SEISMIC RESILIENCE FRAMEWORKS FOR EXISTING CAMPUSES I. Almufti, M. Mieler, A. Tzortzis | |||||||
10:45 - 10:55 | WHY DO WE NOT RETROFIT EXISTING BUILDINGS THAT ARE UNSAFE IN EARTHQUAKES? J. Bothara | |||||||
10:55 - 11:05 | THE QUEST FOR CONTINUOUS SEISMIC IMPROVEMENT OF EXISTING BUILDINGS IN NEW ZEALAND R. Jury | |||||||
11:05 - 11:15 | THE BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDINGS IN THE US R. Pekelnicky, T. Lundeen, A. Hortacsu, C. Aronson | |||||||
11:15 - 11:25 | OPTIMIZING SEISMIC ASSESSMENT AND RETROFIT: A MULTI-LEVEL APPROACH M. Tondelli, P. Comini, L. Mazzella, W. Meilink, S. Reitsema, U. Tomassetti, A. Galasco | |||||||
11:25 - 11:35 | PROVIDING A LARGE-SCALE SEISMIC STRENGTHENING SOLUTION: THE CASE STUDY OF ARQUATA DEL TRONTO, ITALY M. Calvi, A. Famà, A.G. Ozcebe, G. Andreotti, E. Zuccolo, B. Borzi, C.G. Lai, G. Laureti, M. Trovarelli, F. Germagnoli | |||||||
11:35 - 11:45 | THE ROLE OF EARTHQUAKE LOSSES AND FUNCTIONAL RECOVERY TIME ESTIMATIONS ON RETROFIT DECISIONS F.A. Galvis, O. Issa, G.G. Deierlein, A. Zsarnóczay, J.W. Baker | |||||||
SUITE 9 | ||||||||
RES8 - IMPROVING SEISMIC RESILIENCE IN HOUSING: REFLECTING ON 20 YEARS PAST AND STRATEGIES FOR THE FUTURE | Convenor: M.L.B. Collins | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:40 | CONFINED MASONRY TECHNOLOGY FOR ENHANCED SEISMIC RESILIENCE OF BUILDINGS IN INDIA S. Brzev, S. Jain, D.C. Rai | |||||||
10:40 - 10:48 | BRIDGING THE GAP BETWEEN EXPERIMENT RESEARCH AND FIELD PRACTICE: THE EXPERIENCE IN NEPAL AND INDONES H. Imai | |||||||
10:48 - 10:56 | RESILIENT HOUSING IN THE PHILLIPINES: PAST EXPERIENCES, FUTURE DEVELOPMENTS AND OPPORTUNITIES J. Mwangi | |||||||
10:56 - 11:04 | RESILIENT HOUSING IN NEPAL: POST-EARTHQUAKE EXPERIENCE AND VISION TOWARDS THE FUTURE L. Shrestha, M.L.B. Collins | |||||||
11:04 - 11:12 | PRELIMINARY STRENGTHS, STIFFNESSES AND DUCTILITIES FOR VARIOUS COMPOSITE BAMBOO SHEAR WALL SYSTEMS S. Kaminski, V. Reale, D. Trujillo, L. Lopez | |||||||
11:12 - 11:19 | DISCUSSION | |||||||
11:19 - 11:27 | THE 2023 KAHRAMANMARAS EARTHQUAKE: A PEOPLE, POLICY, MONEY AND TECHNOLOGY ASSESSMENT S. Pompei, S. Andrade Pardo, J. Caballero, E. Ergin, F. Ozyasar, S. Ertürk | |||||||
11:27 - 11:35 | IMPROVING SEISMIC RESILIENCE OF HOUSING IN THE US BY INCORPORATING RESIDENT'S PERSPECTIVES A. Liel | |||||||
11:35 - 11:45 | DISCUSSION |
MONDAY | 14:30 - 15:45 |
SPACE 1 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
14:30 - 14:55 | NONLINEAR MODELING OF CONCRETE WALL BUILDINGS FOR DESIGN AND EVALUATION L. Lowes, D. Lehman, I. Kim | |||||||
14:55 - 15:05 | RECOGNISING THE PRACTICAL LIMITS OF NON-LINEAR ANALYSIS D. Pettinga, M. Kretschmar | |||||||
15:05 - 15:15 | SEISMIC ASSESSMENT OF RC BUILDINGS USING LINEAR ANALYSIS METHODS: AN OVERLY CONSERVATIVE PRACTICE F. Bianchi, M. Guidotti, R. Pinho, R. Nascimbene | |||||||
15:15 - 15:25 | PERFORMANCE-BASED SEISMIC DESIGN OF AN OFFICE TOWER IN THE PHILIPPINES A. Soligon | |||||||
15:25 - 15:35 | NUMERICAL MODELING OF THE NONLINEAR RESPONSE RECORDED FROM AN INSTRUMENTED BUILDING IN MEXICO K. Pérez Liévana, D. Murià Vila | |||||||
15:35 - 15:45 | SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS USING LINEAR AND NONLINEAR ANALYSES D. Arcuri, V. Mpampatsikos, L. Petrini | |||||||
SPACE 3 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
14:30 - 14:41 | RISK ANALYSIS OF RC BUILDINGS EQUIPPED WITH HYSTERETIC DAMPERS DESIGNED BY THE ITALIAN SEISMIC CODE E. Bruschi, V. Quaglini | |||||||
14:41 - 14:52 | A DAMPER SYSTEM WITH LARGE DEFORMATION CAPACITY AND CENTRALIZED STRUCTURAL DESIGN USING IT K. Watai, T. Sone, M. Yamamoto, T. Maeda, N. Uozumi, Y. Serizawa, K. Saburi, N. Yanagisawa | |||||||
14:52 - 15:03 | DESIGN AND EXPERIMENTAL CHARACTERIZATION OF PRESTRESSED LEAD DAMPERS V. Quaglini, C. Pettorruso, E. Bruschi, L. Zoccolini | |||||||
15:03 - 15:14 | DAMPING REDUCTION FACTORS FOR ADJACENT BUILDINGS CONNECTED BY VISCOELASTIC DAMPERS M. Palermo, M. Marra, S. Silvestri, E. Ghini | |||||||
15:14 - 15:25 | SEISMIC RESPONSE MODELS FOR STEEL MOMENT-RESISTING FRAMES EQUIPPED WITH FLUID VISCOUS DAMPERS B. Chalarca, A. Filiatrault, D. Perrone | |||||||
15:25 - 15:35 | EXPERIMENTAL STUDY ON THE IMPACT OF AN ELASTIC SPINE IN A STRUCTURE WITH INERTER-BASED DEVICES S. Abolghasemi, A. Sarkar, C. Manson, N. Wierschem, M. Denavit | |||||||
15:35 - 15:45 | LARGE OWN-MASS DAMPING SYSTEM FOR EFFICIENT TALL BUILDING DESIGN M. Martinez-Paneda, A. Y. Elghazouli | |||||||
BROWN 1 | ||||||||
GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
14:30 - 14:45 | THE MARS VULNERABILITY METRIC AS A TOOL FOR DEFINING SITE-DEPENDENT TYPOLOGICAL FRAGILITY CURVES S. Lagomarsino | |||||||
14:45 - 15:00 | COMPUTATION OF DAMAGE SCENARIO WITH SP-BELA B. Borzi, M. Faravelli, A. Di Meo | |||||||
15:00 - 15:15 | SEISMIC FRAGILITY CURVES WITH UNCONVENTIONAL INTENSITY MEASURES FROM PHYSICS-BASED SIMULATIONS I.E. Monsalvo Franco, R. Paolucci, A. Penna, A. Rosti, M. Rota, C. Smerzini | |||||||
15:15 - 15:30 | NONLINEAR DYNAMIC ANALYSIS METHODS AND THEIR APPLICATION IN SEISMIC FRAGILITY ANALYSIS F. Jalayer, H. Ebrahimian | |||||||
15:30 - 15:45 | EVALUATION OF COMPUTATIONAL UPSCALING ON DSSI EFFECTS IN BUILDINGS WITH MULTIPLE BASEMENTS F. Zamorano, E. Saez, H. Segaline, J. Ubilla, B. LLanquilef | |||||||
BROWN 2 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
14:30 - 14:45 | MASS TIMBER FRAMES WITH TIMBER BUCKLING RESTRAINED BRACES C. Pantelides, E. Williamson, E.-. Blomgren, D. Rammer | |||||||
14:45 - 15:00 | EVALUATION OF SYSTEM EFFECTS IN LIGHT FRAME TIMBER BUILDINGS THROUGH A SHAKE TABLE TEST D. Valdivieso, D. Quizanga, J.L. Almazan, D. Lopez-Garcia, P. Guindos, A. Liel | |||||||
15:00 - 15:15 | STUDY ON SEISMIC BEHAVIOR OF TIMBER STRUCTURES SUBJECTED TO REPEATED EARTHQUAKE MOTIONS Y. Yamazaki, K. Matsuda, H. Sakata | |||||||
15:15 - 15:30 | INNOVATIONS TO INCREASE WOOD SHEAR WALL DESIGN CAPACITY AND RESILIENCY M. Deigert, T. Reichenberg, K. Lowry, A. Shellooe, P. Laursen, J. Lawson | |||||||
15:30 - 15:45 | SEISMIC ANALYSIS OF TIMBER-CONCRETE COMPOSITE SINGLE SPAN BRIDGES WITH HYSTERETIC DAMPERS A. Ansalone, G. D Arenzo, W. Seim | |||||||
AMBER 1 | ||||||||
NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
14:30 - 14:40 | SEISMIC RELIABILITY OF ACCELERATION-SENSITIVE ANCILLARY ELEMENTS IN THE NEW GENERATION OF EUROCODES A. Kazantzi, N. Karaferis, V. Melissianos, D. Vamvatsikos | |||||||
14:40 - 14:50 | EFFECTS OF SPAN LENGTH AND BUILDING HEIGHT ON THE SEISMIC VERTICAL RESPONSE OF NSCS IN RC BUILDINGS S. Mazloom, R. Assi, C. Joseph | |||||||
14:50 - 15:00 | EVALUATION OF FLOOR ACCELERATION RESPONSE USING DATA OF FULL-SCALE SHAKING TABLE TESTS J. Kang, T. Nagae, K. Kajiwara | |||||||
15:00 - 15:10 | EFFECTS OF BUILDING TORSION ON SEISMIC DEMAND OF ACCELERATION-SENSITIVE NON-STRUCTURAL COMPONENTS A. Jain, M. Surana | |||||||
15:10 - 15:20 | PROCEDURES FOR THE PREDICTION OF FLOOR RESPONSE SPECTRA IN BASE ISOLATED BUILDINGS K. Haymes, T.J. Sullivan, R. Chandramohan, L. Wiebe | |||||||
15:20 - 15:30 | RESPONSE SPECTRUM METHOD FOR THE ESTIMATION OF PEAK VERTICAL FLOOR ACCELERATIONS A. Acosta, E. Miranda, G. Deierlein | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
AMBER 2 | ||||||||
EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
14:30 - 14:32 | INTRODUCTION | |||||||
14:32 - 14:41 | FUTURE DIRECTIONS IN EUROCODE 8: 3RD GENERATION AND BEYOND D.N. Grant, K. Beyer, H. Degee, M. Follesa, M. Fox, M. Fragiacomo, S. Lu, M. Di Ludovico, T. Sullivan, G. Weatherill, W.Y. Kam | |||||||
14:41 - 14:50 | HUNDRED-YEAR HISTORY OF SEISMIC CODE IN JAPAN AND ITS FUTURE DEVELOPMENT Y. Ishiyama, H. Kato, R. Okamoto, T. Narafu, S. Kita, S. Mstsuzaki, S. Ikeda, J. Sakuma, T. Azuhata, K. Nishino | |||||||
14:50 - 14:59 | NAVIGATING SEISMIC HAZARD UPDATES AND PERFORMANCE TARGET CHANGES IN THE U.S. J. Hooper | |||||||
14:59 - 15:08 | CONTROLLING RISK IN THE DEVELOPMENT OF FUTURE SEISMIC DESIGN STANDARDS T. Sullivan, K. Elwood, A. Hulsey | |||||||
15:08 - 15:17 | SEISMIC DESIGN AS PART OF A LARGER SCHEME P. Franchin | |||||||
15:17 - 15:26 | 30 YEARS OF DIRECT DISPLACEMENT-BASED DESIGN: WHERE WE STARTED, WHAT'S BEEN DONE, WHERE WE'RE GOING M. Kowalsky, A. Palma Parra | |||||||
15:26 - 15:35 | FORESEEING FUTURE DEVELOPMENTS FOR STRUCTURAL BUILDING CODES IN SEISMIC REGIONS A.A. Correia | |||||||
15:35 - 15:45 | DISCUSSION | |||||||
AMBER 3 | ||||||||
SHM4/5 - SHM FOR DAMAGE ASSESSMENT OF CULTURAL HERITAGE TOWERS AND DYNAMIC CHARACTERISATION OF LANDMARK STRUCTURES | Convenors: E. García-Macías, D.V. Oliveira, F. Ubertini, E. Lenticchia, R. Ceravolo, F. Romeo | ||||||||
14:30 - 14:40 | BAYESIAN APPROACHES FOR DAMAGE IDENTIFICATION OF A HISTORIC MASONRY TOWER G. Bartoli, S. Monchetti, C. Viscardi, M. Betti, G. Zini | |||||||
14:40 - 14:50 | COMPETING MODELS FOR ROBUST MODEL-DRIVEN DAMAGE IDENTIFICATION OF CULTURAL HERITAGE TOWERS E. García Macías, I.A. Hernandez-Gonzalez, N. Cavalagli, F. Ubertini | |||||||
14:50 - 15:00 | ENHANCED DAMAGE DETECTION IN A TYPICAL HISTORIC MASONRY TOWER THROUGH STATISTICAL CONTROL CHARTS F. Testa, A. Barontini, P.B. Lourenço | |||||||
15:00 - 15:10 | LOW-COST VIBRATION MONITORING FOR ANOMALY DETECTION AND LOCALIZATION ON MASONRY TOWERS F. Bianconi, G. Standoli, M. Schiavoni, F. Clementi | |||||||
15:10 - 15:20 | EVALUATION OF THE ELASTIC MODULUS IN A HISTORICAL REINFORCED CONCRETE BELL TOWER G. Bartoli, M. Betti, A. Giachetti, F. Gusella, F. Marafini, S. Monchetti, G. Zini | |||||||
15:20 - 15:30 | DYNAMIC MONITORING OF THE PALAZZETTO DELLO SPORT BY PIER LUIGI NERVI J. Ciambella, G. Ranzi, F. Romeo | |||||||
15:30 - 15:40 | THE PASQUARELLA ARCH BRIDGE BY RICCARDO MORANDI: DYNAMIC CHARACTERIZATION AND STRUCTURAL MODELLING G. Angelucci, G. Galassi Sconocchia, F. Romeo, P. Tortolini | |||||||
15:40 - 15:50 | MODEL VERIFICATION AND CALIBRATION OF A LARGE ROOFING SYSTEM FOR SEISMIC SHM E. Lenticchia, G. Miraglia, R. Ceravolo | |||||||
AMBER 4 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
14:30 - 14:40 | THE ENDEMIC DISEASE AFFECTING THE BUILDING STOCK IN TURKEY: IS THERE NO REMEDY IN SIGHT? H.P. Gulkan, V.H. Akansel | |||||||
14:40 - 14:50 | 2023 TURKEY EARTHQUAKE: RAPID REPAIRABILITY ASSESSMENT AND BUILDING RECONSTRUCTION TO REDUCE IDP K. Miyamoto, M. Akdogan, S. Cast, K. Meguro, A. Gilani | |||||||
14:50 - 15:00 | A METHODOLOGY FOR ASSESSMENT OF URBAN SEISMIC RESILIENCE: TÜRKOGLU, KAHRAMANMARAS CASE STUDY M.F. Aydin, A. Altindan, A. Askan Gundogan, A. Kop, A. Celik, C. Erkmen, E. Pekkan, H. Uygucgil, H. Koska, K. Tekin, M. Senol Balaban, M. Tun, M.A. Erberik, M. Kockar, N. Kilic, S. Karimzadeh, S. Mutlu, V. Yildirim | |||||||
15:00 - 15:10 | ACCEPTING AND DOING THE OBVIOUS: SEISMIC DESIGN OF BUILDINGS FOR THE WELL-BEING OF THEIR OCCUPANTS A. Irfanoglu | |||||||
15:10 - 15:20 | PERFORMANCE OF REINFORCED CONCRETE FRAME BUILDINGS DURING THE FEBRUARY 6, 2023 EARTHQUAKES M. Saatcioglu, C. Sewell, H. Tischer, E. Insel | |||||||
15:20 - 15:30 | CORRELATION BETWEEN INTENSITY MEASURES AND DAMAGE CAUSED BY THE 2023 TURKEY EARTHQUAKES B. Abdo, M. Eryilmaz Yildirim, F.B. Köroglu, B. Ozturk, E. Sönmez, M. Speicher, S. Pujol | |||||||
15:30 - 15:40 | DAMAGE ASSESSMENT OF 2023 EARTHQUAKE BY VHR SATELLITE IMAGES IMPLEMENTING RESULTS OF SERAMAR PROJECT N. Hadidian M., J. Schwarz | |||||||
15:40 - 15:50 | ENHANCING POST-EARTHQUAKE RESPONSE: AUTOMATED IDENTIFICATION OF COLLAPSED BUILDINGS FROM UAV IMAGES M. Bayraktar, A. Aldemir, B. Guldur Erkal | |||||||
AMBER 5 | ||||||||
SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
14:30 - 14:40 | ASSESSING THE IMPACT OF UNCERTAINTIES IN SEISMIC RISK MODELS ON PORTFOLIO LOSS ESTIMATES A. Damiani, V. Poggi, C. Scaini, M. Kohrangi, P. Bazzurro | |||||||
14:40 - 14:50 | ON THE RELATIONSHIP BETWEEN EARTHQUAKE RISKS AT BUILDING AND PORTFOLIO LEVELS THROUGH RISK MEASURES L. Bodenmann, M. Broccardo, P. Galanis, B. Stojadinovic | |||||||
14:50 - 15:00 | BAYESIAN ANALYSIS TO ACCOUNT FOR PATH AND SITE EFFECTS IN SPATIAL GROUND MOTION CORRELATION MODELS L. Bodenmann, J. Baker, B. Stojadinovic | |||||||
15:00 - 15:10 | RAPID IMPACT SCENARIOS: RESULTS FROM DIFFERENT TEST SITES S. Parolai, B. Petrovic, V. Poggi, C. Scaini | |||||||
15:10 - 15:20 | APPROXIMATED MULTI-SITE PSHA BASED ON CONDITIONAL HAZARD P. Cito, E. Chioccarelli, I. Iervolino | |||||||
15:20 - 15:30 | IMPACT OF HAZARD UNCERTAINTY EVOLUTION ON ASSESSMENTS OF BUILDING FRAGILITIES AND SEISMIC RISK J. Lozano, I. Tien | |||||||
15:30 - 15:40 | STATISTICAL IMPUTATION OF MISSING BUILDING INVENTORY AND ITS IMPACT ON REGIONAL SEISMIC ASSESSMENT S. Yi, A. Zsarnoczay, A. Bangalore Satish, D. Giovanis, B. Cetiner, F. McKenna | |||||||
15:40 - 15:50 | RELATIVE CONTRIBUTIONS OF DIFFERENT SOURCES OF EPISTEMIC UNCERTAINTY ON SEISMIC HAZARD IN CALIFORNIA T. O Donnell, J. Stewart, K. Milner | |||||||
AMBER 6 | ||||||||
ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
14:30 - 14:43 | STEEL ANCHORS TO MASONRY UNDER CYCLIC ACTIONS E. Vintzileou | |||||||
14:43 - 14:55 | FRICTION BASED DISSIPATIVE DEVICES FOR MASONRY ANCHORING SYSTEMS. D. D Ayala, V. Melatti | |||||||
14:55 - 15:05 | CYCLIC BEHAVIOR OF TWISTED STAINLESS-STEEL BAR FOR MASONRY RETROFITTING A. Bonati, S. Cattaneo, P. Crespi, M. Scamardo | |||||||
15:05 - 15:15 | EXPERIMENTAL BEHAVIOUR OF FASTENER STRENGTHENED FULL SCALE T-WALL UNDER OUT-OF-PLANE LOADING M. Scamardo, S. Cattaneo, P. Crespi | |||||||
15:15 - 15:25 | NUMERICAL INVESTIGATION OF THE STRUCTURAL ROLE OF CONNECTORS BETWEEN DRUMS IN ANCIENT COLUMNS V. Palieraki, M.R. Valluzzi, C. Arvanitis, M. Salvalaggio | |||||||
15:25 - 15:35 | CYCLIC IN-PLANE RESPONSE OF CRM-REINFORCED BRICK WALLS: EXPERIMENTAL AND NUMERICAL INVESTIGATIONS M. Orlando, L. Salvatori, C. Vienni | |||||||
15:35 - 15:45 | REINFORCED PLASTER AS MASONRY RETROFITTING: CYCLIC PERFORMANCES M. Scamardo, S. Cattaneo, P. Crespi, G. Weltz | |||||||
AMBER 7 | ||||||||
BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
14:30 - 14:39 | EXPERIMENTAL TESTING AND NONLINEAR SEISMIC SIMULATION OF A RAILWAY MASONRY VIADUCT B. Panto, J. Ortega, D. Oliveira, S. Grosman, P. Lourenco, L. Macorini, B. Izzudin | |||||||
14:39 - 14:48 | SEISMIC RISK ASSESSMENT OF DAMAGED MASONRY BRIDGE BELONGING TO C. Beltrami, R. Salomone, F. Damiani, M. Capalbo, M. Vittone | |||||||
14:48 - 14:57 | DYNAMIC CHARACTERIZATION OF HISTORICAL BRIDGE BY MEANS OF EXPERIMENTAL AND NUMERICAL INVESTIGATIONS S. Mansour, M.F. Sabbà, A. La Scala, F. Rizzo, C.G. Coviello, N.I. Giannoccaro, D. Foti | |||||||
14:57 - 15:06 | SHAKE TABLE TESTS ON SMALL-SCALE SINGLE-SPAN MASONRY ARCH BRIDGE R. Avasthi, D.C. Rai | |||||||
15:06 - 15:15 | MULTI-LEVEL ANALYSIS OF MASONRY ARCH BRIDGES IN THE ITALIAN TRANSPORTATION NETWORK C.F. Manzini, P. Morandi, A. Famà, A.G. Özcebe, B. Borzi | |||||||
15:15 - 15:24 | SEISMIC EVALUATION AND MODELLING STRATEGIES FOR A MASONRY ARCH BRIDGES A. Gennaro, V. Pernechele, M. Salvalaggio, F. Lorenzoni, F. da Porto, C. Modena | |||||||
15:24 - 15:33 | NUMERICAL AND EXPERIMENTAL ANALYSIS OF COLLAPSE MECHANISMS IN A HISTORICAL MASONRY ARCH BRIDGE L. Garcia-Ramonda, S. Gonen, P. Roca, R. Chacon, G. Ferrandino, M. Petracca, G. Camata, L. Pelà | |||||||
15:33 - 15:45 | FRAGILITY CURVES OF STONE BRIDGES USING NONLINEAR DYNAMIC ANALYSIS WITH THE DISCRETE ELEMENT METHOD A. Mehrbod, F. Behnamfar, A. Aziminejad, H. Hashemol-hosseini | |||||||
AMBER 8 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
14:30 - 14:39 | A MACHINE LEARNING ANALYSIS OF LIQUEFACTION FACTORS USING THE NEXT GENERATION LIQUEFACTION DATABASE P. Zimmaro, K.S. Hudson, K. Ulmer, S.J. Brandenberg, J.P. Stewart, S.L. Kramer | |||||||
14:39 - 14:48 | ADDRESSING SOURCES OF UNCERTAINTY IN ESTIMATING LIQUEFACTION-INDUCED GROUND SETTLEMENT F.R. Olaya, J.D. Bray, N.A. Abrahamson | |||||||
14:48 - 14:57 | SIMPLIFIED ANALYSIS METHODS FOR BRIDGES UNDER DIFFERENT LEVELS OF LIQUEFACTION AND LATERAL SPREADING A. Ye, X. Wang | |||||||
14:57 - 15:06 | NEW LIQUEFACTION GUIDELINES IN THE SEISMIC MITIGATION PLAN FOR SCHOOLS, BRITISH COLUMBIA, CANADA P. Wilson, A. Silvester, J. Sherstobitoff, A. Wibowo, S. Torabian, C. Ventura | |||||||
15:06 - 15:15 | UTILIZING CPT DATABASES TO INFORM BETTER LIQUEFACTION EVALUATIONS K.M. Yost, R.A. Green, A. Yerro, E.R. Martin | |||||||
15:15 - 15:24 | NUMERICAL ANALYSIS OF BUILDINGS IN GOLBASI DURING THE 2023 TURKEY-SYRIA EARTHQUAKE T. Tobita, M. Kunisawa, T. Kiyota, S. Torisu, G. Tonuk, O. Cinicioglu, N. Milev, J. Contreras, O. Contreras, M. Shiga | |||||||
15:24 - 15:33 | QUANTIFYING THE INFLUENCE OF MICROSTRUCTURE ON LIQUEFACTION RESISTANCE IN AGED AND CEMENTED SANDS R. Andrus, K. Boland | |||||||
15:33 - 15:42 | NUMERICAL SIMULATIONS FOR LARGE-SCALE SHAKE TABLE TESTS OF LIQUEFACTION COUNTERMEASURE METHOD USING H. Sakai, A. Numata, H. Mori, Y. Ikeda | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
SUITE 6 | ||||||||
RES5 - BUILDING FASTER: ADVANCES IN MODULAR CONSTRUCTION FOR HIGH SEISMIC REGIONS | Convenors: E. Fischer, A. Barbosa | ||||||||
14:30 - 14:45 | DEVELOPING A STEEL-TIMBER HYBRID ROCKING SHEAR WALL FOR THE NEXT GENERATION OF MASS TIMBER BUILDINGS A. Alsamouly, C. Loss | |||||||
14:45 - 15:00 | MODULAR TIMBER-HYBRID SEISMIC DESIGN PERFORMANCE: A STATE-OF-THE-ART REVIEW J. Branco, V. Barros, C. Aquino, M. Tenório | |||||||
15:00 - 15:15 | A USER INTERFACE FOR NUMERICAL ANALYSIS OF HIGH-RISE MASS TIMBER MODULAR BUILDINGS WITH OPENSEESPY J. Zambrano-Jaramillo, E. Fischer | |||||||
15:15 - 15:30 | MODULAR DECONSTRUCTION AND REUSE: A MASS TIMBER SHAKE-TABLE TEST BUILDING CASE STUDY S. Kontra, A. Barbosa, A. Sinha, S. Pei, P. Mishra, J. van de Lindt, S. Pryor | |||||||
15:30 - 15:45 | EVALUATING STRUCTURAL INSULATED PANELS FOR USE IN SEISMIC FORCE-RESISTING SYSTEMS P. Murray, S. Hamel | |||||||
SUITE 7 | ||||||||
CMS10 - BEHAVIOR AND DESIGN OF FLAT SLABS UNDER SEISMIC ACTIONS | Convenors: A. Ramos, D. Coronelli | ||||||||
14:30 - 14:38 | FLAT SLAB DESIGN AND EXPERIMENTAL RESPONSE D. Coronelli, L. Martinelli | |||||||
14:38 - 14:46 | INVESTIGATION OF THE SEISMIC RESPONSE OF SLAB-COLUMN CONNECTIONS IN WALLED BUILDINGS S.P. Pirzadeh, M.B. Hueste, A. Birely | |||||||
14:46 - 14:54 | LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS A. Ramos, D. Coronelli, C. Marchão, J. de Brito, J. Pacheco, L. Martinelli, M. Fernandez Ruiz, R. Vollum, R. Marreiros, D. Faria, F. Fiorillo, J. Halvonik, M. Lavagna | |||||||
14:54 - 15:02 | LESSONS FROM REVERSED HORIZONTAL CYCLIC LOADING TESTS OF SLAB COLUMN CONNECTIONS DONE AT NOVA FCT A. Ramos, B. Isufi, R. Marreiros, C. Marchão | |||||||
15:02 - 15:10 | NONLINEAR FINITE ELEMENT ANALYSIS OF SLAB-COLUMN CONNECTIONS UNDER SEISMIC EFFECTS M. Sanjay Chavan, M.D. Hueste | |||||||
15:10 - 15:18 | SEISMIC SHEAR TRANSFER IN SLAB TO WALL CONNECTIONS A. Genikomsou, S. Pantazopoulou | |||||||
15:18 - 15:26 | SEISMIC PERFORMANCE OF RC BUILDINGS WITH WIDE-BEAMS DURING 2019 ALBANIA AND 2023 TURKEY EARTHQUAKES M. Baballëku, B. Isufi, M. Marinkovic, C. Donmez, A. Pinho Ramos | |||||||
15:26 - 15:34 | ANALYTICAL STUDY ON PUNCHING SHEAR FAILURE OF RC FLAT SLAB STRUCTURE WITH STEEL COLUMN AND CAPITAL Y. Yamashita, R. Yoon, Y. Sanada | |||||||
15:34 - 15:42 | SLAB-COLUMN JOINT ROTATION CAPACITY AS A LOCAL DEFORMATION LIMIT IN DIRECT DISPLACEMENT-BASED DESIGN A. González-Fonseca, M. Deyanova, G. Camata, M. Petracca | |||||||
15:42 - 15:50 | PUNCHING SHEAR: BEHAVIOR, CODES, AND SEISMIC RETROFIT W. Widianto, O. Bayrak | |||||||
SUITE 8 | ||||||||
ASR2 - TIMBER BASED SEISMIC RETROFITTING SYSTEM FOR EXISTING STRUCTURES | Convenors: A. Aloisio, R. Tomasi | ||||||||
14:30 - 14:43 | A FINITE ELEMENT MODEL OF CLT PANEL AND FRICTION DAMPERS FOR SEISMIC UPGRADING OF RC STRUCTURES F. Barbagallo, E. Licciardello, E.M. Marino, L. Pozza, C. Mazzotti | |||||||
14:43 - 14:56 | AN INVESTIGATION ON NAILED TIMBER WALLS AS RETROFITTING MEASURE FOR SUBSTANDARD CONCRETE STRUCTURES A. Keser, A. Ceccotti, A. Ilki, H. Lus | |||||||
14:56 - 15:09 | USE OF TIMBER IN EARTHQUAKE RECONSTRUCTION IN CROATIA - CASE STUDIES V. Rajcic | |||||||
15:09 - 15:22 | SEISMIC RETROFIT OF SOFT FIRST-STORY BUILDINGS WITH POST-TENSIONED TIMBER FRAMES A. Iqbal, M. Elshamy | |||||||
15:22 - 15:35 | MULTIDIRECTIONAL CYCLIC TESTING OF A STEEL-PLATE REPAIRED SC-CLT SHEAR WALL SYSTEM A. Amer, R. Sause, J. Ricles | |||||||
15:35 - 15:48 | MECHANICAL PROPERTIES OF POST-INSTALLED WOODEN GRID WALLS BASED ON FULL-SCALE TESTS. R. Emori, Y. Matsumoto, E. Chino, X. Chen, N. Takiyama | |||||||
SUITE 9 | ||||||||
SHR3 - MANAGING EARTHQUAKE RISK THROUGH MULTI-LATERAL PARTNERSHIPS | Convenors: J.F. Schneider, G. Trendafiloski | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:39 | DELIVERING IF CANADA EQ MODEL TO THE INSURANCE MARKET THROUGH UNIQUE MULTI-LATERAL COLLABORATION P. Pazak, T. Hobbs, M. Journeay, V. Silva, D. Gopinathan | |||||||
14:39 - 14:45 | THE SURA REGIONAL RESILIENCE METHODOLOGY V. Gonzalez, J.D. Rendon, E. Cardona | |||||||
14:45 - 14:51 | A COLLABORATIVE APPROACH FOR DEVELOPMENT OF PROPRIETARY EARTHQUAKE RISK-MODELS M. Ewald, J. Schneider | |||||||
14:51 - 14:57 | INCREASING EARTHQUAKE RESILIENCE IN ALMADA, PORTUGAL, THROUGH PUBLIC PARTNERSHIPS F. Ribeiro, M.L. Sousa, D.S. Silva, A. Carvalho, M. Vicente, A.A. Correia | |||||||
14:57 - 15:03 | SEISMIC RISK ASSESSMENT OF CRITICAL INFRASTRUCTURE THROUGH PUBLIC-PRIVATE PARTNERSHIPS IN AUSTRALIA M. Edwards, M. Rahman | |||||||
15:03 - 15:09 | THE SOCIETY ENGAGEMENT AIMING AT A BETTER SEISMIC RESILIENCE C. Pinto, M. Amaral Ferreira, P. Pacheco, C. Pousada, C. Ferreira, M. Inacio | |||||||
15:09 - 15:15 | IS GEM (GLOBAL EARTHQUAKE MODEL) MAKING A DIFFERENCE? J. Schneider | |||||||
15:15 - 15:45 | DISCUSSION |
MONDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR9 - INTEGRATED SEISMIC AND ENERGY RETROFITTING OF EXISTING BUILDINGS | Convenors: D. Bournas, T. Triantafillou, D. Pohoryles | ||||||||
14:30 - 14:40 | IMPROVING SUSTAINABILITY OF THE INTEGRATED RETROFIT BY ENFORCING LCT PRINCIPLES IN THE DESIGN PHASE A. Marini, J. Zanni, S. Cademartori, C. Passoni, A. Belleri, R. Pinho, E. Giuriani, P. Riva, A.L. Marchetti | |||||||
14:40 - 14:48 | GENERATIVE DESIGN DEVELOPMENT FOR SEISMIC RETROFIT OF EXISTING RC BUILDINGS: THE RESUME PROJECT L. Sardone, M.V. Beltrami, M. Domaneschi, V. VIlla, R. Cucuzza, G.C. Marano, A. Bogdanovic, J. Bojadjieva, Z. Rakicevic, V. Sesov, A. Formisano | |||||||
14:48 - 14:56 | OUT-OF-PLANE TESTING OF MASONRY INFILL WALLS RETROFITTED USING CLT STRONG-BACKS D. Cassol, I. Giongo | |||||||
14:56 - 15:04 | SEISMIC UPGRADING OF RC STRUCTURES BY E-CLT SYSTEM: THE CASE STUDY OF REAL PILOT BUILDING IN CATANIA F. Barbagallo, E. Licciardello, E.M. Marino | |||||||
15:04 - 15:12 | EXTERNAL TIMBER-BASED LOW-DAMAGE EXOSKELETONS FOR ENHANCED STRUCTURAL SAFETY AND ENERGY EFFICIENCY S. D Amore, S. Bianchi, M. Overend, S. Pampanin | |||||||
15:12 - 15:20 | AN EXPERIMENTAL STUDY ON THE COMBINED SEISMIC-ENERGY RETROFITTING FOR HISTORIC MASONRY STRUCTURES M. Rossi, D. Bournas, G. Riotto, C. Calderini | |||||||
15:20 - 15:28 | UNIFIED SEISMIC-ENERGY RETROFITTING OF A RC-BUILDING BY MEANS OF NEW INORGANIC MORTAR COMPOSITE: A PRELIMINARY STUDY S. Calo, A. Cascardi, M.A. Aiello | |||||||
15:28 - 15:36 | INTEGRATED RETROFIT: DESIGN PARAMETERS AND DEVELOPMENT OF A THERMAL EFFICIENT TRM MATRIX L. Penazzato, R. Illampas, J.C. Teixeira, D.V. Oliveira | |||||||
15:36 - 15:44 | A COMBINED INDEX FOR THE ASSESSMENT OF BUILDINGS BASED ON SEISMIC AND ENERGY EFFICIENCY METRICS O. Markogiannaki, S. Stefanidou, A. Karatzetzou, C. Zaki, I. Mikes | |||||||
MONITOR 2 | ||||||||
BCI2 - SEISMIC RISK AND RESILIENCE ASSESSMENT OF INTERDEPENDENT URBAN LIFELINES AND SYSTEMS | Convenors: B. Stojadinovic, K. Pitilakis, V. Silva | ||||||||
14:30 - 14:35 | INTRODUCTION | |||||||
14:35 - 14:45 | A NEW FINITE ELEMENT-BASED METHOD FOR EARTHQUAKE ANALYSES OF LARGE-SCALE URBAN AREAS G.P. Cimellaro | |||||||
14:45 - 14:55 | TOWARD THE RESILIENCE ANALYSIS OF INTERDEPENDENT URBAN LIFELINES H. Hafeznia, B. Stojadinovic | |||||||
14:55 - 15:05 | EARTHQUAKE DISASTER SCENARIO CONSTRUCTION OF URBAN UNDERGROUND GAS PIPELINE NETWORK J. Liu, E. Guo, P. Yan | |||||||
15:05 - 15:15 | EXPOSURE DATASETS OF CRITICAL INFRASTRUCTURE FOR MULTI-HAZARD RISK ASSESSMENT AND CLIMATE ADAPTATION S. Fotopoulou, S. Karafagka, A. Karatzetzou, P. Tsoumani, D. Pitilakis, K. Pitilakis | |||||||
15:15 - 15:25 | AN INNOVATIVE APP AND PLATFORM FOR THE SEISMIC RESILIENCE ASSESSMENT OF CRITICAL INFRASTRUCTURE S. Karafagka, E. Riga, G. Oikonomou, A. Karatzetzou, S. Fotopoulou, D. Pitilakis, K. Pitilakis | |||||||
15:25 - 15:35 | SEISMIC RISK SCENARIOS FOR TRANSPORT INFRASTRUCTURES IN THE 2022 ITALIAN CIVIL PROTECTION EXERCISE B. Borzi, F. Bozzoni, A. Famà, M. Onida, M. Pagano, F. Giordano, E. Speranza | |||||||
15:35 - 15:45 | HEALTHCARE SYSTEM RESILIENCE AFTER THE 27F EARTHQUAKE AND TSUNAMI M. Monsalve, J.C. de la Llera | |||||||
MONITOR 3 | ||||||||
BCI2 - SEISMIC RISK AND RESILIENCE ASSESSMENT OF INTERDEPENDENT URBAN LIFELINES AND SYSTEMS | Convenors: B. Stojadinovic, K. Pitilakis, V. Silva | ||||||||
14:30 - 14:35 | INTRODUCTION | |||||||
14:35 - 14:45 | SYSTEMIC SEISMIC RISK ASSESSMENT OF URBAN HEALTH CARE SYSTEM A. Poudel, S. Argyroudis, K. Pitilakis | |||||||
14:45 - 14:55 | INTEGRATED EARTHQUAKE-INDUCED ECONOMIC LOSSES FOR MULTI-SPAN REINFORCED CONCRETE BRIDGES V. Ozsarac, R. Monteiro, G.M. Calvi | |||||||
14:55 - 15:05 | INFRASTRUCTURE DAMAGE ASSESSMENT (INFRADA) TOOL FOR THE EVALUATION OF BRIDGE INVENTORIES S. Stefanidou, O. Markogiannaki, K. Mixios | |||||||
15:05 - 15:15 | PHYSICS-BASED GROUND SHAKING SCENARIOS FOR LIFE-CYCLE SEISMIC RESILIENCE OF AGING BRIDGE NETWORKS C. Smerzini, L. Capacci, R. Paolucci, F. Biondini | |||||||
15:15 - 15:25 | SEISMIC FRAGILITY OF WATER PIPELINES: AN UPDATE AFTER 23 YEARS J. Eidinger | |||||||
15:25 - 15:35 | COMPARING THE RESPONSE OF STEEL AND HDPE PIPELINES CROSSING THE LIQUEFACTION-PRONE AREA H. Darvishi, S.M. Dehghan | |||||||
15:35 - 15:45 | SEISMIC ASSESSMENT OF JACKET-SUPPORTED OFFSHORE WIND TURBINES Z. Khalil, P. J. Stafford, A. Y. Elghazouli | |||||||
MONITOR 4 | ||||||||
BCI11 - SEISMIC REHABILITATION AND RETROFITTING OF BRIDGES | Convenors: A. Kapppos, K. Mackie, A. Sextos | ||||||||
14:30 - 14:38 | EXPERIMENTAL STUDIES ON THE KINEMATIC RESPONSE OF MICROPILES-RETROFITTED BRIDGE FOUNDATIONS C.S. Goit, Y. Maruyama, M. Saitoh, S. Ekubo | |||||||
14:38 - 14:46 | THE BOLU VIADUCT: A COMPARISON BETWEEN HAND CALCULATIONS- AND SOFTWARE-BASED SEISMIC RETROFIT M. Cogliano, G.M. Calvi, N. Scattarreggia | |||||||
14:46 - 14:54 | CAPACITY AND SEISMIC VULNERABILITY ASSESSMENT AND RETROFITTING OF THE P.C. BRIDGE ON SP.11 TODI-ORTE L. Forni, L. Dalla Rosa, E. Mola, A. Carabellese | |||||||
14:54 - 15:02 | NUMERICAL ASSESSMENT OF MULTI-SPAN BRIDGES RETROFITTED WITH ENHANCED COMPOUND RESTRAINERS A. Pahlavan Yali, F. Hamidipour, A. Joghataie | |||||||
15:02 - 15:10 | PERFORMANCE-BASED SEISMIC RETROFITTING OF BRIDGE BENTS WITH ENGINEERED CEMENTITIOUS COMPOSITES A.O. Chowdhury, A.H.M. Billah, M.S. Alam | |||||||
15:10 - 15:18 | SEISMIC ASSESSMENT AND RETROFITTING OF ROAD BRIDGES T. Wenk | |||||||
15:18 - 15:26 | REINFORCED CONCRETE BOX GIRDER BRIDGE HINGE REPLACEMENT AND HORIZONTAL AND VERTICAL EARTHQUAKE RESTR K. Zandparsa, Q. Nguyen, H. Moradi | |||||||
15:26 - 15:34 | SEISMIC ASSESSMENT OF A LONG-SPAN R.C. ARCH BRIDGE. POSSIBLE RETROFITTING SOLUTIONS. E. Gandelli, E. Faccin, L. Facconi, G. Lomiento, F. Minelli | |||||||
15:34 - 15:42 | SEISMIC VULNERABILITY ASSESSMENT OF R.C. ARCH BRIDGES WITH NON R.C. CONCRETE SPANDREL WALLS AND LOSE SOIL INFILLS: MODELLING ISSUES FOR A RELIABLE PREDICTION OF THE SEISMIC RESPONSE L. Forni, J. Garcia, E. Mola, G. Stella | |||||||
15:42 - 15:50 | SHAKING TABLE TEST ON EARTHQUAKE-DAMAGED BRIDGE PIERS STRENGTHENED WITH STEEL JACKET X. Xu, X. Li, W. Huang, S. Xu, Z. Li, Z. Xu | |||||||
MONITOR 5 | ||||||||
CHH1 - NEW TRENDS IN COMPUTATIONAL AND EXPERIMENTAL DYNAMICS OF HISTORICAL MASONRY STRUCTURES | Convenors: F. Clementi, A. Formisano, G. Milani | ||||||||
14:30 - 14:40 | SOME RECENT ADVANCES AND APPLICATIONS IN DEM AND FEM MODELLING OF MASONRY STRUCTURES M. Schiavoni, G. Standoli, F. Clementi, S. Lenci | |||||||
14:40 - 14:50 | DAMAGE ASSESSMENT VIA TIME HISTORY ANALYSIS OF THE MASSIVE EARTHEN PYRAMID OF HUACA DE LA LUNA, PERU A. Remus, S. Tezcan, M. Pando, R. Aguilar, R. Perucchio | |||||||
14:50 - 15:00 | MODELLING OF COMPLEX MASONRY BUILDINGS: IN-BETWEEN GLOBAL AND LOCAL MODELLING G. Brandonisio, A. De Luca | |||||||
15:00 - 15:10 | SEISMIC VULNERABILITY OF COMPLEX MASONRY BUILDING: THE CASE OF SAN DOMENICO MAGGIORE CONVENT P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
15:10 - 15:20 | OPTIMAL INTENSITY MEASURE FOR THE SEISMIC ASSESSMENT OF A TWO-STORY STONE MASONRY BUILDING D. Caicedo, I. Tomic, S. Karimzadeh, V. Bernardo, K. Beyer, P.B. Lourenço | |||||||
15:20 - 15:30 | REDUCTION OF THE SEISMIC VULNERABILITY OF A MASONRY BELL TOWER THROUGH TUNED MASS SYSTEMS V. Ballarini, M. De Angelis, D. Liberatore | |||||||
15:30 - 15:40 | COUPLED ANALYSES OF THE DYNAMIC SOIL-STRUCTURE INTERACTION AND DAMAGE ON MASONRY BUILDINGS M. Sangirardi, A. Amorosi | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CHH1 - NEW TRENDS IN COMPUTATIONAL AND EXPERIMENTAL DYNAMICS OF HISTORICAL MASONRY STRUCTURES | Convenors: F. Clementi, A. Formisano, G. Milani | ||||||||
14:30 - 14:40 | STRUCTURAL HEALTH MONITORING BY SOIL-COLOSSEUM INTERACTION, WITH NUMERICAL ACCURACY G. Valente | |||||||
14:40 - 14:50 | VIBRATIONS FOR PILLARS #40 AND #51 OF COLOSSEUM FOR TWO CONVOYS ON OCTOBER 30TH, 2016 G. Valente | |||||||
14:50 - 15:00 | NON-DESTRUCTIVE TECHNIQUES APPLIED FOR DIAGNOSTIC STUDY ON MONUMENTS: ST. NIKITA CHURCH IN SKOPJE J. Grujoska-Kuneska, V. Shendova | |||||||
15:00 - 15:10 | THE SEISMIC REHABILITATION OF THE HADRIAN'S RESERVOIR IN ATHENS C. Giarlelis, E. Matragos, A. Ranios | |||||||
15:10 - 15:20 | DRIFT-BASED DAMAGE LIMITS IN SEISMIC PERFORMANCE ASSESSMENT OF HISTORICAL MASONRY STRUCTURES A. Asikoglu, Ö. Avsar | |||||||
15:20 - 15:30 | TOWARDS A NETWORK OF STONE SEISMOMETERS TO UNDERSTAND HISTORICAL SEISMICITY IN AN INTRAMONTANE BASIN D. Mercerat, A. Montabert, C. Giry, R. Yanez Chura, M. Lancieri, H. Lyon-Caen, P. Langlaude, M. Pernoud, C. Gélis, S. Hok, H. Jomard, Y. Richet, E. Cushing, C. El Khoury | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
14:30 - 14:40 | RC STRUCTURAL WALLS WITH STAGGERED LAP SPLICES C. Kerby, S. Pujol, R. Henry | |||||||
14:40 - 14:50 | IMPLEMENTATION OF A HYBRID SIMULATION TO INVESTIGATE INELASTIC HIGHER-MODE EFFECTS IN RC STRUCTURAL M. Aftabiazar, H. Fatemi, P. Paultre | |||||||
14:50 - 15:00 | TESTING OF REINFORCED CONCRETE BEAMS AND STRUCTURAL WALLS UNDER WIND AND SEISMIC LOADING PROTOCOLS M.E. Unal, J. Wallace, S. Abdullah, S. Kim, K. Kolozvari | |||||||
15:00 - 15:10 | EXPERIMENTAL STUDY OF SQUAT WALLS WITH ALTERNATIVE DETAILING TO INCREASE DUCTILITY L. Massone, C. Letelier, C. Soto, F. Rojas | |||||||
15:10 - 15:20 | LOW ASPECT RATIO RC SHEAR WALLS WITH LAP SPLICES: SEISMIC PERFORMANCE AND DESIGN IMPLICATIONS M. Kovarbasic, D. Pizarro Pohl, B. Stojadinovic | |||||||
15:20 - 15:30 | SEISMIC BEHAVIOR OF LOW-ASPECT-RATIO REINFORCED CONCRETE WALLS SUBJECTED TO VARIABLE AXIAL LOADS X. Cheng, J. Huang, Y. Li, X. Ji | |||||||
15:30 - 15:40 | A NEW DETAILING APPROACH FOR HIGH DUCTILITY AND HIGH STRENGTH RECTANGULAR SQUAT STRUCTURAL WALLS G. Almasabha, S. Chao | |||||||
15:40 - 15:50 | EFFECT OF LOADING HISTORY AND SLENDERNESS ON THE AXIAL RESPONSE OF RC WALL BOUNDARY ZONES R. Gokhale, R.P. Dhakal, M. Tripathi | |||||||
MONITOR 8 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
14:30 - 14:40 | PSEUDO-DYNAMIC TESTS ON RC SHEAR WALLS WITH DIFFERENT NUMBER OF OPENINGS M. Sakurai, H. Kanno, T. Nishida | |||||||
14:40 - 14:50 | SEISMIC BEHAVIOR OF COUPLING BEAMS REINFORCED WITH MULTI-HOOK STEEL FIBERS M. Al-Tameemi, G. Parra-Montesinos | |||||||
14:50 - 15:00 | EXPERIMENTAL AND NUMERICAL STUDY OF THE RESPONSE OF RECTANGULAR WALL SYSTEMS COUPLED F. Rojas, B. Suquillo, N. Segura, F. Bustos, G. Diaz, C. Díaz, J. Raffo, M. Leonardo, J. Carrillo | |||||||
15:00 - 15:10 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF PRECAST HOLLOW SHEAR WALLS W. Zhang, Z. Dong, H. Shan | |||||||
15:10 - 15:20 | SEISMIC PERFORMANCE OF PRESTRESSED CONCRETE COMPOSITE SHEAR WALL WITH MEDIUM SHEAR SPAN RATIO S. Li, X. Zhang, Q. Yue, G. Zhou, E. Zhao | |||||||
15:20 - 15:30 | EXPERIMENTAL RESEARCH AND NUMERICAL MODELING ON SEISMIC PERFORMANCE OF GRID SHEAR WALLS W. Zhang, G. Qiao, X. Chu | |||||||
15:30 - 15:40 | PROPOSAL FOR A HSR RC SHEAR WALL TO RESIST STRONG EARTHQUAKES WITH LPGMS: AN EXPERIMENTAL STUDY G. Cai, P.B. Malla, Y. He, Y. Wen, C. Xie | |||||||
15:40 - 15:50 | DEVELOPMENTS IN THE DESIGN OF EXPERIMENTS FOR TESTING OF HYBRID POST-TENSIONED SHEAR WALL S. Tiwari, S.R. Dash, G. Mondal | |||||||
MONITOR 9 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
14:30 - 14:40 | NEW FRAMEWORK FOR SEISMIC EVALUATION OF RC WALL STRUCTURES BASED ON SIMULATION AND MATERIAL STRAINS J. Murcia-Delso, I. Koutromanos, X. Deng, P. Luna, M. Panagiotou, N. Duarte | |||||||
14:40 - 14:50 | STRUCTURING OF WALL BUILDINGS BASED ON NEURAL NETWORKS AND GENETIC ALGORITHMS L. Massone, P. Pizarro, F. Rojas | |||||||
14:50 - 15:00 | EVALUATION OF SHEAR WALL DESIGN AND PRACTICE AFTER THE 6 FEBRUARY 2023 KAHRAMANMARAS EARTHQUAKES I. Kazaz | |||||||
15:00 - 15:10 | IMPROVEMENT IN SEISMIC BEHAVIOR OF T-SHAPED RC STRUCTURAL WALL USING ENLARGED BOUNDARY ELEMENT N. Samanta, K. Dasgupta | |||||||
15:10 - 15:20 | INFLUENCE OF BOUNDARY ELEMENT CHARACTERISTICS ON THE CYCLIC PERFORMANCE OF PLANAR RC SHEAR WALLS M. Abhilash, R.M. Oinam, B. Balakrishnan | |||||||
15:20 - 15:30 | THE INFLUENCE OF LOW-CYCLE FATIGUE ON COLLAPSE OF CONCRETE SHEAR WALLS J.M. Navarro Carranza, G.G. Deierlein, K. Zhong | |||||||
15:30 - 15:40 | ANALYTICAL SIMULATION OF MULTI-STORY RC SHEAR WALLS WITH DOOR OPENINGS OF DIFFERENT DISPOSITION H. Liu, S. Yasumoto, M. Nagano | |||||||
15:40 - 15:50 | FAILURE MODE PREDICTION FOR RC WALLS SUBJECTED TO AXIAL TENSION AND CYCLIC LATERAL LOADS S. Zhang, X. Ji, L. Sun, X. Cheng | |||||||
MONITOR 10 | ||||||||
GEO5 - CHALLENGES IN THE SEISMIC DESIGN OF SHALLOW FOUNDATIONS | Convenors: F. De Silva, L. Deng, S. Sica | ||||||||
14:30 - 14:40 | A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS S. Carbonari, J.D.R. Bordon, L.A. Padron, M. Morici, F. Dezi, J.J. Aznarez, O. Maeso, G. Leoni | |||||||
14:40 - 14:50 | CHARACTERISING ROCKING SHALLOW FOUNDATION FOR PERFORMANCE-BASED SEISMIC DESIGN K. Sharma, J. Bin, L. Deng | |||||||
14:50 - 15:00 | 3D FOOTING MACRO-ELEMENT FOR PERFORMANCE-BASED SSI ANALYSIS: FORMULATION AND VALIDATION A.A. Correia, R. Paolucci | |||||||
15:00 - 15:10 | SEISMIC BEHAVIOR OF DISCONNECTED PILED RAFT FOUNDATION BASED ON DYNAMIC CENTRIFUGE TESTS S. Tamura, S. Ikeda | |||||||
15:10 - 15:20 | SEISMIC DEFORMATION CALCULATION METHOD OF ANCHOR PILES OF SHEET PILE QUAY WALL K. Miyashita, T. Nagao | |||||||
15:20 - 15:30 | STUDY ON THE STEPPING EFFECT OF THE FOUNDATION FROM VIEWPOINTS OF ENERGY N. Yamashita, K. Kubota, K. Miyawaki | |||||||
15:30 - 15:40 | NUMERICAL AND ANALYTICAL SIMULATION OF THE SEISMIC STABILITY OF A NUCLEAR POWER PLANT BUILDING G. Ruocci, M. Roby, A. Diop, V. Shahbandi, G. Guerrese | |||||||
15:40 - 15:50 | FOUNDATION-SOIL-FOUNDATION-STRUCTURE INTERACTION RESPONSE UNDER STRONG SEISMIC EXCITATION E. Zeolla, E. Garini, S. Sica, G. Gazetas | |||||||
MONITOR 11 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
14:30 - 14:42 | USE OF HVSR FROM EARTHQUAKE RECORDS FOR BACK-CALCULATION OF SHEAR MODULUS REDUCTION CURVE OF SOIL T.O. Gul, A. Chiaradonna, A. Sezer, M. Karray | |||||||
14:42 - 14:51 | ASSESSMENT OF PORE WATER PRESSURE DEVELOPMENT OF A NON-PLASTIC SILT E. Karakan, A. Sezer, M. Karray, A. Chiaradonna | |||||||
14:51 - 15:00 | SEISMIC EARLY WARNING SYSTEMS FOR CLAY SHALES: MECHANICAL BEHAVIOUR OF THE BISACCIA IN CYCLIC TESTS N. Netti, A. Brunzo, E. Damiano, M. de Cristofaro, E. Molitierno, L. Olivares | |||||||
15:00 - 15:09 | EXPERIMENTAL STUDY ON DYNAMIC ELASTIC MODULUS AND DAMPING RATIO OF COARSE-GRAINED SOIL UNDER CYCLIC TRAFFIC DYNAMIC LOAD W. Hu, H. Zhang, K. Li, Y. Han, y. Xue, P. Liu, W. Yin | |||||||
15:09 - 15:18 | NON-INVASIVE SEISMIC SITE CHARACTERIZATION OF SANDWICHED LAVA-ROCK/SEDIMENTARY SITES IN ICELAND E.A. Olafsdottir, B. Bessason, S. Erlingsson | |||||||
15:18 - 15:27 | USE VS TO UNDERSTAND THE EFFECT OF CLAY STRUCTURE ON MONOTONIC/CYCLIC/POST-CYCLIC SHEAR STRENGHT M. Karray | |||||||
15:27 - 15:36 | INITIAL STIFFNESS OF TAILINGS SANDS: CONFINEMENT & VOID RATIO EFFECTS F. Ochoa-Cornejo, F. Saavedra | |||||||
15:36 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
14:30 - 14:42 | NUMERICAL SIMULATION OF AN EMBANKMENT CONSTRUCTED ON LIQUEFIABLE GROUND C. Saade, Z. Li, S. Escoffier, L. Thorel | |||||||
14:42 - 14:51 | NON-LINEAR SITE EFFECTS IN AREAS CHARACTERISED BY A COMPLEX TOPOGRAPHY: AN ITALIAN CASE STUDY. G. Falcone, G. Elia, F. Cafaro, A. di Lernia | |||||||
14:51 - 15:00 | ADVANCES IN ESTIMATING NON-LINEAR SITE RESPONSE FROM NUMERICAL SIMULATIONS AND MACHINE LEARNING J. Bustos, C. Pasten, F. Pinto, P. Pizarro, S. Ruiz | |||||||
15:00 - 15:09 | SIMULATION OF THE SEISMIC RESPONSE OF VERTICAL INSTRUMENTED ARRAYS IN LIQUEFIABLE SITES R. Mohammadi, A. Chiaradonna, P. Monaco | |||||||
15:09 - 15:18 | INVESTIGATIONS AND LIQUEFACTION ASSESSMENT AT THE PAGLIARE DI SASSA SITE (L'AQUILA, CENTRAL ITALY) A. Chiaradonna, P. Monaco, M. Tallini | |||||||
15:18 - 15:27 | THE INFLUENCE OF THE STIFFNESS AND SOFTNESS OF SUPPORTING SOIL ON SEISMIC DISPLACEMENT OF EMBANKMENT K. Abe, N. Sento | |||||||
15:27 - 15:36 | SLOPE STABILITY EFFECTS ON BUILDINGS AS A LIMIT ANALYSIS APPLICATION R. Zona, S. Palladino, L. Esposito, V. Minutolo | |||||||
15:36 - 15:45 | EFFECTS OF NON-LINEAR SOIL BEHAVIOUR ON THE SEISMIC RESPONSE OF MULTI-PROPPED EMBEDDED STRUCTURES M. Zucca, M. Tropeano, F.M. Soccodato | |||||||
MONITOR 13 | ||||||||
GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
14:30 - 14:40 | REGIONALLY ADAPTABLE GROUND MOTION MODELS FOR SUBDUCTION SEISMICITY IN NEW ZEALAND E. Manea, S. Bora, A. Kaiser, M. Gerstenberger | |||||||
14:40 - 14:50 | EFFECT OF MOHO REFLECTION ON VERTICAL GROUND-MOTION PREDICTION EQUATIONS OF SHALLOW CRUSTAL EARTHQUA L. Kang, A. Yu, Y. Gao | |||||||
14:50 - 15:00 | EURO-MEDITERRANEAN REFERENCE GROUND MOTION MODEL BY GIT-BASED SITE RESPONSE DECONVOLUTION H. Shible, F. Hollender, P. Traversa, D. Baumont, G. Ameri | |||||||
15:00 - 15:10 | ESTIMATION OF SAAVG AND FIV3 DURING SUBDUCTION INTERFACE EARTHQUAKES L. Amezcua, H. Dávalos, P. Heresi, E. Miranda | |||||||
15:10 - 15:20 | GROUND MOTION CHARACTERIZATION FOR THE 2023 ALBANIA NATIONAL SEISMIC HAZARD MODEL C. Brooks, M. Villani, M. Pagani, A. Xhahysa, N. Kuka | |||||||
15:20 - 15:30 | EVALUATION OF VERTICAL TO HORIZONTAL (V/H) RATIO MODEL FOR INTRASLAB EARTHQUAKES N. Gregor, K. Addo, N. Abrahamson | |||||||
15:30 - 15:40 | HYBRID PREDICTION MODEL OF SPECTRAL ACCELERATIONS FOR DEVELOPING CUSTOMIZED EEW SYSTEMS IN TAIWAN S.H. Chao, T.Y. Hsu, C.M. Lin, C.C. Chou | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
14:30 - 14:40 | MODELING RATIOS AMONG GROUND MOTION INTENSITY MEASURES DERIVED FROM ORTHOGONAL HORIZONTAL COMPONENTS N. Nojima, T. Yokoyama | |||||||
14:40 - 14:50 | MAGNITUDE DEPENDENCY OF SPECTRAL DECAY PARAMETER (KAPPA) IN EAF RELATED EVENTS Y. Biro | |||||||
14:50 - 15:00 | ON THE BAYESIAN HIERARCHICAL MODELING OF NEAR-FAULT SEISMIC GROUND MOTION MODEL FROM SYNTHETIC DATA F. Bayat, M. Kowsari, B. Halldorsson, O. Rojas, C. Abril, M. Monterrubio-Velasco, J. de la Puente | |||||||
15:00 - 15:10 | PERFORMANCE OF GMMS FOR THE MW7.8 2023 CENTRAL TURKEY EARTHQUAKE INCLUDING NEAR-FAULT RECODINGS H. Si, T. Furumura | |||||||
15:10 - 15:20 | TAIWAN NON-ERGODIC GROUND MOTION MODELS OF FAS AND PSA FOR CRUSTAL EARTHQUAKES C.H. Sung, S.H. Chao, J.Y. Huang, C.H. Kuo | |||||||
15:20 - 15:30 | SPECTRAL ACCELERATION FROM THE 2017 SARPOL-E ZAHAB EARTHQUAKE: PREDICTIONS AND OBSERVATIONS H. Al Hudaib, R. Ibrahim, R. Ray | |||||||
15:30 - 15:40 | SUMMARY OF THE NEW GROUND MOTION MODELS FOR NORTHERN SOUTH AMERICA (NOSAM GMMS) C.A. Arteta, C.A. Pajaro, V. Mercado, J. Montejo, M. Arcila, N.A. Abrahamson | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
IDD2 - SUSTAINABLE TECHNOLOGIES FOR SEISMIC ISOLATION | Convenors: M.R. Marsico, J. Londono Monsalve, M. Craciun | ||||||||
14:30 - 14:45 | THE ANALYSIS OF SEISMIC ISOLATOR WITH DIFFERENT SHAPE FACTORS BY ADDING S-SHAPED STEEL DAMPERS K. Guo, G. Milani | |||||||
14:45 - 15:00 | AN INSIGHT ON BIAXIAL COUPLING OF HYSTERETIC RESPONSES OF SEISMIC BASE-ISOLATION DEVICES S. Sessa | |||||||
15:00 - 15:15 | EXPERIMENTAL STUDY OF GROUT-FILLED RE-USED TENNIS BALLS AS SEISMIC ISOLATION BEARINGS A. Katsamakas, L. Del Giudice, D. Candebat-Sanchez, M. Vassiliou | |||||||
15:15 - 15:30 | DEFORMATION BEHAVIOR BASED QUICK INSPECTION OF U-SHAPED STEEL DAMPERS H. Zheng, J. Liu, Y. Dong, S. Kishiki | |||||||
15:30 - 15:45 | RAPID PROTOTYPING OF SEISMIC METAISOLATORS WITH A BIOINSPIRED CHARACTER F. Fraternali, V. Adinolfi, G. Germano, J. de Castro Motta, G. Benzoni, A. Amendola | |||||||
MONITOR 16 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
14:30 - 14:40 | DESIGN OF CONCRETE BUILDING WITH FLUID VISCOUS DAMPERS IN SOFT SOIL DEPOSIT OF KATHMANDU VALLEY R. Sharma Bhandari, S. Pathak | |||||||
14:40 - 14:50 | DYNAMIC RESPONSE OF TALL BUILDINGS WITH DAMPERS UNDER GROUND MOTIONS FROM THE 2023 TURKEY EARTHQUAKE C.B. Nerella, F.M. Wani, J.P. Vemuri, S.K.R. Jyosyula | |||||||
14:50 - 15:00 | DEVELOPMENT OF A NOVEL SELF-CENTRING ROCKING TUBE DAMPER (RTD) S. Krieg, G. Rodgers, H. Xu, L. Tobber | |||||||
15:00 - 15:10 | DEVELOPMENT OF TUNED MASS DAMPER FOR SEISMIC RETROFIT APPLICABLE TO VARIOUS BUILDINGS T. Nakai, H. Kurino, T. Yaguchi, S. Minagawa | |||||||
15:10 - 15:20 | DYNAMIC LOADING TESTS OF SEISMIC ISOLATION DAMPER WITH VARIABLE MECHANISM ONLY FOR INERTER T. Takechi, K. Uchihara, M. Ikenaga | |||||||
15:20 - 15:30 | EFFECTIVENESS OF TUNED VISCOUS MASS DAMPER FOR ECCENTRIC HIGH-RISE BUILDING WITH SETBACK N. Shinkai, M. Ikenaga | |||||||
15:30 - 15:40 | EXPERIMENTAL STUDIES FOR SILICONE RUBBER BASED SEISMIC ISOLATION BEARING PERFORMANCE ASSESSMENT A. Ramandalina, J. Dang, Y. Suzuki | |||||||
15:40 - 15:50 | EXPERIMENTAL STUDY ON ADJUSTING ELECTRICAL RESISTANCE OF AN ELECTROMAGNETIC SEISMIC ISOLATION SYSTEM G.L. Lin, M.B. Chang, T.C. Chen, J.Z. Lin, C.C. Lin | |||||||
MONITOR 17 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
14:30 - 14:40 | HEAT FLOW CHARACTERISTICS IN VISCOELASTIC DAMPER UNDER LONG-PERIOD AND LONG-DURATION EXCITATIONS D. Osabel, K. Kasai, D. Sato | |||||||
14:40 - 14:50 | INFLUENCE OF TUNED VISCOUS MASS DAMPERS PLACED ACROSS LAYERS ON BENDING SHARE STRUCTURES N. Kitano, M. Ikenaga | |||||||
14:50 - 15:00 | LOKIBASE - THE DEVICE FOR SEISMIC ISOLATION OF PALLET RACKING SYSTEMS - OPTIMIZATION ANALYSIS - M. Ferrari | |||||||
15:00 - 15:10 | MAGNETO-MECHANICAL COUPLING OF MR ELASTOMER ISOLATORS Z. Hu, L. Xia, L. Sun | |||||||
15:10 - 15:20 | MITIGATING SEISMIC VULNERABILITY OF WIND TURBINES USING TUNED MASS DAMPERS AND INERTERS J. McAuliffe, B. Broderick, J. Hickey, B. Fitzgerald | |||||||
15:20 - 15:30 | MODIFIED YIELDING RING FUSES IN VERTICAL SHEAR LINKS OF BRACES FOR SEISMIC CONTROL OF STRUCTURES H. Sattarian Karajabad, M. Arjomand | |||||||
15:30 - 15:40 | NEGATIVE STIFFNESS-ASSISTED ENERGY DISSIPATION ENHANCEMENT FOR VIBRATION CONTROL Z.P. Zhao, X.Y. Hu, Y.C. Tang, E. Barredo, R.F. Zhang | |||||||
15:40 - 15:50 | SEISMIC FRAGILITY ANALYSIS OF SMART STEEL MOMENT-RESISTING FRAME STRUCTURE S.S.W. Kezh, L.G. Vigh, S. Muhammad Ali Elqudah | |||||||
MONITOR 18 | ||||||||
RES8 - IMPROVING SEISMIC RESILIENCE IN HOUSING: REFLECTING ON 20 YEARS PAST AND STRATEGIES FOR THE FUTURE | Convenor: M.L.B. Collins | ||||||||
14:30 - 14:35 | INTRODUCTION | |||||||
14:35 - 14:45 | MITIGATING SEISMIC VULNERABILITIES OF HOMES IN INDONESIA T. Hart, L.M. Putri, M.T. Novianingsih, L. Shrestha, M.L. Blaisdell Collins | |||||||
14:45 - 14:55 | MASSIVE INDIGENOUS HOUSING RECOVERY PLATFORM IN AFGHANISTAN AFTER THE 2022 EARTHQUAKE S. Kast, K. Miyamoto, K. Meguro, A. Gilani | |||||||
14:55 - 15:05 | VULNERABILITY AND RELIABILITY OF BUILDINGS IN ALMATY ACCORDING TO THE RESULTS OF PASSPORTIZATION Y. Shokbarov, V. Lapin, B. Kulbayev, G. Temiraliuly | |||||||
15:05 - 15:15 | CHALLENGES OF INTEGRATING A SEISMIC RESILIENCE APPROACH TO INFORMAL HOUSING IN COLOMBIA S. Andrade-Pardo, A. Pavan, M.L.B. Collins, M. Pinilla-Rodriguez, J. Caballero | |||||||
15:15 - 15:25 | INFORMAL URBAN GROWTH MONITORING IN EARTHQUAKE PRONE AREAS USING SAR SATELLITE IMAGES J. Jaimes, L. Moya | |||||||
15:25 - 15:45 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
RES11 - SEISMIC RETROFIT FOR RESILIENT COMMUNITIES | Convenors: M. Fox, D. Grant, W.Y. Kam | ||||||||
14:30 - 14:40 | PERFORMANCE COMPARISON OF DIFFERENT STEEL BRACING SYSTEMS FOR RETROFIT OF RC FRAME BUILDINGS M. Rad, S. Pampanin, G. Rodgers, A. Johnston | |||||||
14:40 - 14:50 | ESTABLISHMENT OF DECISION-MAKING FOR RETROFIT STRATEGIES BASED ON POTENTIAL LOSS IN COMMUNITY I. Choi, J. Kim, H. Chang | |||||||
14:50 - 15:00 | QUESTIONABLE RETROFIT PROCESS FOR HOUSING MASONRY BUILDINGS IN MEXICO DUE TO 09-19-2017 EARTHQUAKE H.i. Archundia-Aranda | |||||||
15:00 - 15:10 | SEISMIC EVALUATION OF AN OLDER CONCRETE MOMENT FRAME BUILDING K. Rhoades, A. Liel, R. Pekelnicky, P. Fobel | |||||||
15:10 - 15:20 | THE BUILDING CODE SIA 269/8 FOR RISK-BASED SEISMIC ASSESSMENTS AND RETROFITS IN SWITZERLAND B. Duvernay | |||||||
15:20 - 15:30 | TIME-HISTORY ANALYSIS OF REINFORCED CONCRETE FRAMES RETROFITTED WITH BRB INCORPORATING SE-SMA CORE P.A. Guimaraes Rocha, D. Palermo | |||||||
15:30 - 15:40 | POSSIBILITY OF BUILDING RESILIENT SOCIETY BASED ON DAILY LIFE USE COMMUNITY SPACE N. Minai | |||||||
MONITOR 20 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:43 | DETERMINING DAMAGE THRESHOLDS OF A RESIDENTIAL BUILDING WITH MASONRY INFILL WALLS I. Gjorgjiev, A. Zurovski, B. Petreski | |||||||
14:43 - 14:53 | ELASTOPLASTIC RESPONSE ANALYSIS OF 2DOF BY SUPERPOSITION OF ELASTOPLASTIC RESPONSE OF EACH MODE T. Taniguchi, Y. Shoji, Y. Kimura | |||||||
14:53 - 15:03 | PARAMETRIC CALIBRATION OF NONLINEAR MDOF FLEXURE-SHEAR MODEL FOR TIME-HISTORY ANALYSIS J.H. delos Reyes, P.E. Quinay | |||||||
15:03 - 15:13 | ENERGY BALANCE FOR STATIC AND DYNAMIC LOADS ON SOIL-STRUCTURE INTERACTING SYSTEMS B. Jeremic, H. Yang, K. Staszewska | |||||||
15:13 - 15:23 | VARIATION OF NATURAL PERIOD OF MARGINAL WHARF DUE TO HYDRODYNAMIC PRESSURE AND MASS OF WATER IN PILE N. Sugahara, M. Takenobu, A. Nozu, H. Eguchi, Y. Nagasaka | |||||||
15:23 - 15:33 | EVALUATION OF A CIRCULAR SHAFT BY USING 3D EFFECTIVE STRESS ANALYSIS OF SOIL-STRUCTURE INTERACTION H. Nagai, S. Torisu, Y. Takada, K. Yamaguchi, S. Horimi | |||||||
15:33 - 15:43 | COMPARATIVE ANALYSIS OF ATC-40 AND DPT 1301/1302-61 FOR SEISMIC PERFORMANCE OF BUILDINGS USING NLRHA S. Buddee | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:43 | INFLUENCE OF GROUND MOTION RECORD NUMBER ON DISPERSION VALUES IN INCREMENTAL DYNAMIC ANALYSES L. Taravari, K. Todorov | |||||||
14:43 - 14:53 | NEAR-FIELD SEISMIC COMPLEXITY IN EARTHQUAKE RESPONSE: A DETAILED ANALYSIS FOR TALL RC BUILDINGS J.A. Abell, F. Pinto, A. Hurtado, O. Oyarce | |||||||
14:53 - 15:03 | STABLE LIMIT AXIAL LOAD RATIOS OF CIRCULAR CONCRETEFILLED STEEL TUBULAR BEAM-COLUMNS L. Li | |||||||
15:03 - 15:13 | INVESTIGATING THE INFLUENCE OF INDUCED SEISMICITY ON THE PROGRESSIVE COLLAPSE OF HIGH-RISE STRUCTURE A. Uzair, L. Abrahamczyk, B. Bapir, B. Haidar, P. L. Hasan | |||||||
15:13 - 15:23 | ASSESSMENT OF THE IN-PLANE CAPACITY OF MASONRY WALLS WITH THE HYBRID DISCRETE-FINITE ELEMENT METHOD I. Bouckaert, M. Godio, J. Almeida | |||||||
15:23 - 15:33 | A CURVILINEAR HYSTERESIS MODEL APPLICABLE TO VARIOUS TYPES OF STRUCTURES H. Umemura, A. Nagase | |||||||
15:33 - 15:43 | MIXED-BASED FIBRE FRAME ELEMENT FOR SEISMIC ANALYSIS OF SHEAR-CRITICAL RC MEMBERS D. Das, A. Ayoub | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: P.F. Giordano | ||||||||
14:30 - 14:40 | DATA FUSION-BASED STRUCTURAL DISPLACEMENT ESTIMATION USING MOBILE PHONES X. Gao, X. Ji, S. Zhang | |||||||
14:40 - 14:50 | DAMAGE IDENTIFICATION METHODOLOGY FOR MID RISE SHEAR BUILDINGS C.M. Gonzalez Gutierrez, M.E. Ruiz Sandoval Hernandez, L.R. Fernandez Sola | |||||||
14:50 - 15:00 | EMPIRICAL-BASED METHOD FOR PREDICTING RESIDUAL INTER-STORY-DRIFT FROM MEASURED ACCELERATIONS S.H. Chao, Y.T. Huang, C.C. Hsu, C.C. Chou, C.H. Loh | |||||||
15:00 - 15:10 | CONTIUOUS SEISMIC HEALTH MONITORING OF CABLE-STAYED BRIDGE : IMPLEMENTATION AND DEMONSTRATION V.G.P. Mehta, H. Katsuchi, Y. Fujino | |||||||
15:10 - 15:20 | DISTRIBUTED EDGE INTELLIGENCE FOR STRUCTURAL SEISMIC RESPONSE PREDICTION F. Zhang, Y. Fu, J. Wang | |||||||
15:20 - 15:30 | DAMAGE DETECTION OF STEEL FRAME USING STRAIN VIBRATION MEASUREMENT IN LARGE SCALE SHAKING TABLE TEST Y.S. Tea, J. Iyama, W. Sano, S. Kimura, M. Sadamoto, J. Ono | |||||||
15:30 - 15:40 | STRAIN-RATES AS TRIGGERS OF NONLINEAR RESPONSE OF STRUCTURES A.L. Astorga N., P. Gueguen | |||||||
15:40 - 15:50 | ASSESSMENT OF DAMPING RATIO AND ROTOR'S VELOCITY INFLUENCE ON FULL-SCALE WIND TURBINE T. Nunez Acuna, C. Ventura | |||||||
MONITOR 23 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: N.M. Caglar | ||||||||
14:30 - 14:40 | DEVELOPMENT OF DYNAMIC PROPERTIES DATABASE OF BUILDINGS AND LONG-TERM STRUCTURAL HEALTH MONITORING P. Warnitchai, N. Poovarodom, T. Ornthammarath | |||||||
14:40 - 14:50 | BUILDING VIBRATION CHARACTERISTICS BASED ON MANY SMALL AND MEDIUM EARTHQUAKE OBSERVATION DATA M. Abe, Y. Fukutomi, S. Ogasawara, Y. Suzuki, K. Kanda | |||||||
14:50 - 15:00 | NOVEL SHM SYSTEM ON THE TALLEST BUILDING EVER TESTED ON A SHAKE TABLE (10 STORY) AT UCSD, CALIFORNIA M. Delpasand, F. Mirshafiei, M. Mirshafiei, M. Aleseyedan, A. Darche, J.W. Berman, S. Pei | |||||||
15:00 - 15:10 | BUILDING CAPACITY CURVE ESTIMATION FOR DAMAGE EVALUATION USING JAPANESE SEISMIC EVALUATION RESULTS M. Mori, K. Kusunoki, Y. Maida, T. Yeow | |||||||
15:10 - 15:20 | ESTIMATION OF RESIDUAL DISPLACEMENT OF MASONRY BUILDINGS USING STRUCTURAL HEALTH MONITORING D. Otero, M. Diaz, K. Sugimoto, C. Zavala, I. Inocente | |||||||
15:20 - 15:30 | EVALUATION OF THE PERFORMANCE OF LOW-COST SENSORS IN THE SEISMIC INSTRUMENTATION OF BUILDINGS G. Campos, M. Bravo-Haro, C. Cruz, P. Heresi | |||||||
15:30 - 15:40 | APPLICATION OF AN INTELLIGENT MULTI-DAMAGE DETECTION FRAMEWORK FOR SHM ON FULL SCALE STRUCTURES S.H. Larbi, N. Bourahla, A. Hannachi, Y. Bourahla | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 24 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
14:30 - 14:40 | A LINKED FAULT MODEL FOR MAINLAND CHINA CONSTRAINED USING GPS DATA Y. Rong, Z. Shen, G. Chen, H. Magistrale | |||||||
14:40 - 14:50 | APPROACH TO PSHA OF RESPONSE SPECTRA FOR JAPAN: PROVISIONAL STUDY FOR TOKYO, NAGOYA, AND OSAKA Y. Dohi, N. Shigeno, N. Morikawa, H. Fujiwara | |||||||
14:50 - 15:00 | BACKBONE GROUND-MOTION PREDICTION MODELS FOR 2024 EARTHQUAKE MODEL OF THE MIDDLE EAST (EMME2024) O. Kale, L. Danciu, M.A. Sandikkaya, S. Akkar, A. Askan, C. Beauval, M. Pagani, K. Sesetyan, A. Ansari | |||||||
15:00 - 15:10 | COMPARISON OF PFDHA RESULTS OBTAINED FROM EARTHQUAKE AND DISPLACEMENT APPROACHES E. Fiorini, F. Nurminen, A. Todrani, W. Johnson, J. Contet | |||||||
15:10 - 15:20 | FRAMEWORK FOR IMPLEMENTING DAMPING SCALING FACTORS IN U.S. GEOLOGICAL SURVEY NATIONAL SEISMIC HAZARD MODELS A. Makdisi, D. Smith, S. Rezaeian, P. Powers, K. Withers | |||||||
15:20 - 15:30 | IMPACT OF BASIN AMPLIFICATION FACTORS ON THE PSHA ANALYSIS IN THE CHIANG MAI BASIN (THAILAND) T. Ornthammarath, P. Warnitchai, N. Poovarodom | |||||||
15:30 - 15:40 | IMPLEMENTATION OF THE U.S. GEOLOGICAL SURVEY NATIONAL SEISMIC HAZARD MODEL P. Powers, J. Altekruse, B. Clayton, S. Allison | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
14:30 - 14:40 | A NEW PSHA METHOD USING HYBRID SOURCE MODELS: FAULT AND AREA ZONE MOMENT SHEARING (FAMS) M.B. Benito, A. Rivas, C. GAmboa, A. Ornelas, M. Arroyo, L. Quiros, C. Lindholm | |||||||
14:40 - 14:50 | INFLUENCE OF FAULTING STYLE ON THE DIRECTIONALITY OF EARTHQUAKE RESPONSE SPECTRA A. Poulos, E. Miranda | |||||||
14:50 - 15:00 | A PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THE PO PLAIN SEDIMENTARY BASIN (ITALY) S. Barani, C. Mascandola, A. Akinci, M. Taroni, D. Albarello | |||||||
15:00 - 15:10 | APPLICATION OF EQUIVALENT HYPOCENTRAL DISTANCE FOR SEISMIC HAZARD ASSESSMENT Y. Jiao, N. Nojima | |||||||
15:10 - 15:20 | FEASIBILITY OF SHORT-TERM SEISMIC HAZARD FORECASTING FOR AFTERSHOCK SEQUENCES IN SOUTHWEST ICELAND A. Darzi, B. Halldorsson, F. Cotton, B. Hrafnkelsson | |||||||
15:20 - 15:30 | A PARTIALLY NONERGODIC GROUND-MOTION MODEL FOR FOURIER AMPLITUDE SPECTRA FOR THE SAN FRANCISCO BAY AREA, CALIFORNIA, USA M. Moschetti, E. Thompson | |||||||
15:30 - 15:40 | MAPPING PEAK GROUND AND SPECTRAL ACCELERATIONS IN THE IBERO-MAGHREB REGION M. Mobarki, A. Talbi, F. Bellalem | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
14:30 - 14:40 | ANISOTROPIC SPATIAL CORRELATION MODEL OF VS30 VALUES FOR SEISMIC HAZARD ASSESSMENT STUDIES IN URMIA A. FathiAzar, M. Bastami, M. Abbasnejadfard, A. Noorollahi | |||||||
14:40 - 14:50 | MAPPING SEISMIC HAZARD FOR SITES IN MAINLAND CHINA USING A SET OF PROJECTED GROUND MOTION MODELS C. Feng, H.P. Hong, W.J. Xu | |||||||
14:50 - 15:00 | METHODS TO EVALUATE AND IMPROVE THE MODELING OF RUPTURE DIRECTIVITY IN ASSESSMENT OF SEISMIC HAZARD K. Withers, B. Kelly, J. Bayless, M. Moschetti, P. Powers | |||||||
15:00 - 15:10 | NEAR-SOURCE PROBABILISTIC SEISMIC HAZARD ANALYSIS AT REGGIO CALABRIA-MESSINA BRIDGE FOUNDATION SITES E. Chioccarelli, P. Cito, I. Iervolino | |||||||
15:10 - 15:20 | NEW SEISMICITY BASED SEISMIC SOURCES AND HAZARD MODEL FOR PERU Z. Aguilar Bardales, J.C. Tarazona Gonzales | |||||||
15:20 - 15:30 | PHYSICS-BASED DESIGN EARTHQUAKE HAZARD FOR NEAR-FAULT REGIONS R. Stg, S. D, T. Chandra, J. Dk, A. Tiwari, M. Cvr | |||||||
15:30 - 15:40 | PROBABILISTIC ANALYSIS OF SEISMIC HAZARD IN DOM. REP. CONSIDERING HYBRID MODELS OF ZONE AND FAULTS C. Germoso, A. Rivas, B. Benito, D. Cordoba, J. Aracena, C. Gamboa | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 27 | ||||||||
TNM2 - SEISMIC DESIGN, RISK MANAGEMENT AND CONSEQUENCE ANALYSIS OF HAZARDOUS INDUSTRIAL FACILITIES IN URBAN | Convenors: F. Paolacci, C. Butenweg, K. Pitilakis | ||||||||
14:30 - 14:40 | MULTI-RISK ASSESSMENT FOR EARTHQUAKE-TRIGGERED NATECH ACCIDENTS IN MAJOR HAZARD FACILITIES A. Chiecchio, R. Paolucci, M. Cademartori, M. Pontiggia, F. Ovidi, M. Vanini, P. Poggi, E. Fiorini | |||||||
14:40 - 14:50 | SEISMIC FRAGILITY ASSESSMENT OF SPHERICAL PRESSURE VESSELS: THE EFFECT OF FILL RATIO VARIABILITY N. Karaferis, V. Melissianos, D. Vamvatsikos | |||||||
14:50 - 15:00 | METAMODEL-BASED SEISMIC RESPONSE ESTIMATE OF UNANCHORED STORAGE TANKS CONSIDERING SSI EFFECTS H.N. Phan, P.H. Hoang, F. Paolacci | |||||||
15:00 - 15:10 | EFFECTIVENESS OF TMD SYSTEMS FOR SEISMIC PROTECTION OF SEPARATION COLUMNS IN UPSTREAM PLANTS F. Paolacci, D. Corritore, S. Caprinozzi | |||||||
15:10 - 15:20 | A COMPARISON BETWEEN 2D AND 3D BEHAVIOR OF CONCRETE RECTANGULAR TANKS UNDER SEISMIC LOADING R. Kianoush, A. Ghaemmaghami | |||||||
15:20 - 15:30 | RESEARCH ON SEISMIC PERFORMANCE OF ELECTRICAL EQUIPMENT ON FIREWALL IN UHV CONVERTER STATION S. Lin, Z. Lu, Z. Zhu, Y. Sun | |||||||
15:30 - 15:40 | ON THE DYNAMIC RESPONSE OF AN INDUSTRIAL SILO FILLED WITH GRANULAR MATERIAL S. Mansour, M. Marra, M. Palermo, M. Girardi, D. Pellegrini, S. Silvestri | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 28 | ||||||||
TNM2 - SEISMIC DESIGN, RISK MANAGEMENT AND CONSEQUENCE ANALYSIS OF HAZARDOUS INDUSTRIAL FACILITIES IN URBAN | Convenors: F. Paolacci, C. Butenweg, K. Pitilakis | ||||||||
14:30 - 14:40 | RESEARCH ON THE TSUNAMI SHELTER USING THE POLYUREA RESIN K. Teraoka, O. Takahashi, Y. Chen | |||||||
14:40 - 14:50 | SEISMIC RESPONSE ANALYSIS OF TYPICAL AERIAL OIL PIPELINE L. Zhang, E. Guo, P. Yan | |||||||
14:50 - 15:00 | TSUNAMI INUNDATION FORCES ON STRUCTURES AND BUILDINGS ON THE SHALLOW SHORE K. Lampela | |||||||
15:00 - 15:10 | SEISMIC RESPONSE OF DIFFERENT TYPOLOGIES OF TANKS IN CHEMICAL PLANTS AND IMPACT ON HUMAN HEALTH R.R. Milanesi, A. Gotti, G. Gabbianelli, P. Dubini, D. Sarigiannis, R. Nascimbene | |||||||
15:10 - 15:20 | EXISTING APPROACHES FOR QUANTITATIVE SEISMIC RESILIENCE AND RECOVERY OF HAZARDOUS FACILITIES F. Paolacci, O.S. Bursi, P. Gardoni, C. Nardin, G. Quinci | |||||||
15:20 - 15:30 | STORAGE TANKS SEISMIC VULNERABILITY ASSESSMENT INSTALLED IN INDUSTRIAL STEEL STRUCTURES G. Gabbianelli, A. Rapone, R.R. Milanesi, E. Brunesi, P. Dubini, R. Nascimbene | |||||||
15:30 - 15:40 | REFINEMENTS ON SILVESTRI’S THEORY FOR THE DYNAMIC OVERPRESSURES PREDICTION OF FILLED SILO SYSTEMS S. Mansour, D. Foti, S. Silvestri | |||||||
15:40 - 15:45 | DISCUSSION |
TUESDAY | 9:00 - 10:15 |
SPACE 1 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:10 | POST-EARTHQUAKE FIRE SIMULATION OF STEEL STRUCTURES: MODELLING FEATURES USING OPENSEES F. Ribeiro, R. Palma, R. Bento | |||||||
09:10 - 09:18 | FINITE ELEMENT ANALYSIS OF CONCRETE WALLS FOR ADVANCEMENT OF DESIGN AND PERFORMANCE ASSESSMENT L. Lowes, K. Ahmed, A. Behrouzi, D. Lehman | |||||||
09:18 - 09:26 | COMPARISON OF STRUCTURAL DEMANDS FOR REAL, SCALED, SPECTRAL-MATCHED AND ARTIFICIAL ACCELEROGRAMS C. Cantagallo, M. Terrenzi, E. Spacone, G. Camata | |||||||
09:26 - 09:34 | EFFECTS OF NONLINEARITY ON FORCES IN NONSTRUCTURAL SYSTEMS R. Goel | |||||||
09:34 - 09:42 | EFFECT OF BIDIRECTIONAL GROUND MOTION ON NONLINEAR RESPONSE OF RC FRAMED STRUCTURES F. Barbagallo, E.M. Marino, D. Panarelli, C. Strano | |||||||
09:42 - 09:50 | COMPARISON BETWEEN PUSHOVER METHODS FOR SEISMIC ANALYSIS OF HIGH-RISE RC DUAL SYSTEM BUILDINGS V.k. Golla, E. Oliver-Saiz, O. Bové, F. López-Almansa | |||||||
09:50 - 09:58 | SEISMIC PERFORMANCE OF EXISTING RC MOMENT FRAME BUILDINGS UNDER REVISED SEISMIC HAZARD OF INDIA P. Bansode, R. Goswami | |||||||
09:58 - 10:06 | A VERSATILE COMPUTATIONAL FRAMEWORK FOR DEVELOPMENT OF REDUCED ORDER MODELS FOR BUILDING STRUCTURES A. Bangalore Satish, P. Toofani Movaghar, D. Patsialis, A. Taflanidis, F. McKenna, G. Deierlein | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
09:00 - 09:09 | CONTROL DEVICES FOR MITIGATION OF SEISMIC DAMAGE P. Nawrotzki, D. Siepe | |||||||
09:09 - 09:18 | DESIGN AND PERFORMANCE ASSESSMENT OF FRICTION AND VISCOUS DAMPERS FOR A REINFORCED CONCRETE BUILDING A. Dey Ghosh, R. Gulshan, T. Konar | |||||||
09:18 - 09:27 | DESIGNING A SEISMIC ISOLATION FAIL-SAFE STRUCTURE FOR MITIGATING MASSIVE EARTHQUAKES T. Nakamura, T. Kato, S. Kaneko, C. Kei, M. Kikuchi | |||||||
09:27 - 09:36 | EFFECTS OF MASONRY INFILLS ON THE NONLINEAR SEISMIC ANALYSIS OF RC BUILDINGS WITH DAMPED BRACES F. Mazza, R. Labernarda | |||||||
09:36 - 09:45 | MODELING OF UNBONDED POST-TENSIONED PRECAST CONCRETE WALLS WITH REMOVABLE ENERGY-DISSIPATION DEVICE N. Yagoub, X. Wang, A. Silik, N. Farhan, M. Noori, M. Domaneschi, V. Sarhosis, P. Narjabadifam | |||||||
09:45 - 09:55 | RETROFITTING THROUGH SEISMIC ISOLATION OF HIGH SCHOOL BUILDINGS IN ANCONA, ITALY F. Cappanera, M.G. Castellano, D. Guarnieri, G. Orselli | |||||||
09:55 - 10:05 | OPTIMAL DESIGN OF A NONLINEAR DEVICE COUPLING TWO SIMPLE OSCILLATORS UNDER STOCHASTIC LOADING F. Potenza, V. Gattulli, M. Vasta | |||||||
10:05 - 10:15 | TRANSVERSE STEEL DAMPER (TSD) FOR SEISMIC MITIGATION OF LONG-SPAN BRIDGES X. Wang, A. Ye, L. Zhou | |||||||
BROWN 1 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
09:00 - 09:10 | EFFECT OF BOND BEHAVIOR ON ENERGY DISSIPATION CAPACITY OF RC FRAMES SUBJECTED TO SEISMIC EXCITATIONS K. Sugimoto, Y. Hatanaka, S. Honda, T. Jin, T. Kurosawa, S. Matsuhashi, K. Fuse | |||||||
09:10 - 09:20 | EFFECTIVE STRENGTH COEFFICIENT RELATED TO AXIAL COLLAPSE OF RC EXTERIOR BEAM-COLUMN JOINT STRUCTURES Z. Neng, Y. Suzuki, M. Maeda, Y. Taniguchi | |||||||
09:20 - 09:30 | SEISMIC BEHAVIOUR OF REINFORCED CONCRETE EXTERIOR BEAM - COLUMN JOINT WITH ALTERNATIVE DUCTILE DETAI B. Banu, K.P. Jaya | |||||||
09:30 - 09:40 | NUMERICAL SIMULATION OF CONCRETE HOLLOW BLOCK MASONRY RETROFITTED WITH FIBER REINFORCED PAINT Z. Multazam, S. Rajasekharan Menon, K. Yamamoto, K. Meguro | |||||||
09:40 - 09:50 | VISION-BASED ASSESSMENT OF SEISMIC DAMAGE AND RESIDUAL CAPACITY FOR LARGE-SCALE RC TEST STRUCTURES X. Ji, Y. Zhuang, Z. Miao | |||||||
09:50 - 10:00 | NUMERICAL STUDY ON INFLUENCE OF PARTIALLY CUTTING LONGITUDINAL BARS OFF IN REINFORCED CONCRETE BEAM K. Nishimura, M. Nakada | |||||||
10:00 - 10:10 | EXPERIMENTAL TESTING OF INFILLED FRAMES WITH DIFFERENT OPENING TYPOLOGIES AND POSITION F. Di Trapani, Z. Lin, C. Demartino, N.A. Khan, G. Monti | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
BROWN 2 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
09:00 - 09:18 | INTRODUCTION | |||||||
09:18 - 09:30 | WINNERS OF ERIES-ALL4WALL BLIND PREDICTION COMPETITION: SUMMARY OF MODELLING APPROACHES AND MAIN RESULTS J. Dragovich | |||||||
09:30 - 09:45 | CHALLENGES IN SEISMIC ANALYSIS AND MODELING OF REINFORCED CONCRETE WALLS T. Isakovic | |||||||
09:45 - 10:00 | INFLUENCE OF THE KINEMATIC INTERACTION BETWEEN PULLOUT SLIP AND FLEXURAL COMPRESSION STRAINS ON THE DRIFT CAPACITY OF WALLS S. Pantazopoulou | |||||||
10:00 - 10:15 | NONLINEAR ANALYSIS TO SUPPORT DESIGN AND EVALUATION OF NONPLANAR WALLS L. Lowes | |||||||
AMBER 1 | ||||||||
SHR8 - APPLICATION OF URGENT COMPUTING FACILITIES TO CRITICAL SEISMOLOGICAL APPLICATIONS | Convenors: V. Poggi, S. Parolai, R. Paolucci | ||||||||
09:00 - 09:10 | NEAR REAL-TIME SEISMIC DAMAGE PREDICTION: COMPARISON OF MECHANICAL AND DATA-DRIVEN APPROACHES F. Mori, M. Faravelli, F. Bocchi, B. Borzi, G. Naso | |||||||
09:10 - 09:20 | SITE-SPECIFIC, EXTENDED SHAKEMAP FOR EARTHQUAKE ENGINEERING APPLICATIONS E.M. Thompson, M. Hearne, C.B. Worden, V. Quitoriano, A. Cunningham, D.J. Wald | |||||||
09:20 - 09:30 | A FAULT-TO-STRUCTURE SIMULATION APPROACH TO GENERATE REGION-SPECIFIC SEISMIC DAMAGE SCENARIOS C. Smerzini, R. Paolucci, L. Petrini | |||||||
09:30 - 09:40 | USE OF PHYSICS-BASED SIMULATED EARTHQUAKE GROUND MOTIONS FOR ANALYSIS OF NEAR-FAULT BUILDINGS M. Kenawy, A. Pitarka | |||||||
09:40 - 09:50 | ENHANCING EMERGENCY RESPONSE: NEAR REAL-TIME EARTHQUAKE GROUND MOTION SIMULATIONS IN NE ITALY E. Zuccolo, V. Poggi, C. Scaini | |||||||
09:50 - 10:00 | DEVELOPMENT OF EARTHQUAKE EARLY WARNING SYSTEM FOR TEHRAN MEGACITY (IRAN) A. Nasiri, E. Salimi, S.M. Hosseini Gelekolai, M. Bolbolvand, A. Maghsoudi-Barmi, M. Mojezi, E. Rahimi Hasanabad, M. Maheri-Peyrov, A. Ghods, K. Motaghi, M. Namvaran, S. Abbassi, B. Niazpour, H. Davari, R. Amirifard, H. Khosravi | |||||||
10:00 - 10:10 | SHAKERMAKER: HIGH-FIDELITY EARTHQUAKE SIMULATIONS FOR SEISMIC ANALYSIS WITH THE DRM J.A. Abell, J. Crempien de la Carrera, O. Oyarce | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
AMBER 2 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:12 | DESIGN BASIS GROUND MOTION FOR ISOLATED STRUCTURES M. Erdik, M.B. Demircioglu Tumsa | |||||||
09:12 - 09:23 | COMPARISON OF THE OBSERVED AND NUMERICAL PERFORMANCE OF A SEISMIC ISOLATED HOSPITAL B. Sadan, B. Sahin, C. Tuzun, M.B. Demircioglu Tumsa, M. Erdik | |||||||
09:23 - 09:33 | CONTINUED FUNCTIONALITY OF THE ADANA CITY HOSPITAL FOLLOWING THE 2023 TURKEY-SYRIA EARTHQUAKES A. Aviram, V. Zayas, A. Mokha, S. Low | |||||||
09:33 - 09:44 | DEVELOPMENT, MODEL VALIDATION, AND IMPLEMENTATION OF HORIZONTAL-VERTICAL SEISMIC ISOLATION SYSTEM M. Constantinou | |||||||
09:44 - 09:54 | EFFECT OF INTENSITY MEASURES ON EARTHQUAKE RESPONSE OF BASE-ISOLATED BRIDGES K.K. Sengar, S.K. Saha, M. Gade | |||||||
09:54 - 10:05 | BASE ISOLATED BUILDING UNDER BIDIRECTIONAL SEISMIC ACTION AND COLLISION WITH THE PERIMETER WALL C. Cuadra | |||||||
10:05 - 10:15 | DESIGNING FOR MCE - BASE ISOLATED VS CONCENTRIC BRACED FRAMES P.N. Panda, R. Selot, A. Chakrabarti, V. Prakash | |||||||
AMBER 3 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenors: M.P. Limongelli, P. Gueguen | ||||||||
09:00 - 09:10 | POPULATION-BASED SHM FOR OPERATIONAL AND EARTHQUAKE SITUATIONS A.L. Astorga N., P. Gueguen, M. Beth, N. Bessoule | |||||||
09:10 - 09:20 | THE NEW SELF-ANCHORED SUSPENSION (SAS) SAN FRANCISCO BAY BRIDGE - ITS RESPONSE TO A SMALL EARTHQUAKE M. Çelebi | |||||||
09:20 - 09:30 | IMPACT OF EARTHQUAKE SOURCE MODELLING ON THE VALUE OF INFORMATION FROM STRONG GROUND MOTION SENSORS N.M. Caglar, M.P. Limongelli | |||||||
09:30 - 09:40 | BAYESIAN ESTIMATION OF STRUCTURAL RELIABILITY USING SHM OBSERVATIONS AND LINEAR MODELS S. Zorzi, D. Tonelli, A. Lotti, M. Broccardo, D. Zonta | |||||||
09:40 - 09:50 | PRE-POSTERIOR ASSESSMENT OF THE BENEFIT OF SEISMIC SHM IN POST-EARTHQUAKE BUILDING MANAGEMENT P.F. Giordano, M.P. Limongelli | |||||||
09:50 - 10:00 | PRE-POSTERIOR APPROACH FOR DESIGNING FORCED VIBRATION TESTS IN STRUCTURAL HEALTH MONITORING A. Lotti, D. Tonelli, E. Tubaldi, S. Zorzi, D. Zonta | |||||||
10:00 - 10:10 | POST-EARTHQUAKE RECOVERY OF THE RESONANCE FREQUENCY AS A PROXY OF STRUCTURAL HEALTH P. Gueguen | |||||||
10:10 - 10:20 | DYNAMIC PARAMETERS FOR INSTRUMENTED HIGH-RISE USING VERTICAL-POLARITY IMPULSE RESPONSE FUNCTIONS V. Vela, G. Prieto, M. Kohler, E. Taciroglu | |||||||
AMBER 4 | ||||||||
TNM3 - EARTHQUAKE-DOMINANT MULTI-HAZARD RISK AND RESILIENCE ANALYSES OF STRUCTURES AND INFRASTRUCTURE SYSTE | Convenors: X. Wang, E. Bastidas-Arteaga, Y. Li, E. Opabola | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | A STOCHASTIC NETWORK-BASED FRAMEWORK FOR SIMULATING MULTIHAZARD IMPACT ON COMMUNITY RESILIENCE E. Opabola, C. Galasso | |||||||
09:12 - 09:21 | RISK ASSESSMENT OF DAMAGED STRUCTURAL SYSTEMS UNDER AFTERSHOCKS USING A HIERARCHICAL BAYESIAN MODEL C. Mun, J. Bai, J. Song | |||||||
09:21 - 09:30 | DAMAGE ASSESSMENT OF LONG-SPAN BRIDGES WITH HIGH-ACCURACY IDENTIFICATION TOWARDS SEISMIC RESILIENCE A. Chang, Z. Wang, H. Qu | |||||||
09:30 - 09:39 | PRELIMINARY ASSESSMENT APPROACH FOR POST-EARTHQUAKE TRAFFIC CAPACITY OF SCOURED HIGHWAY BRIDGE L. Zhou, A. Ye, M.S. Alam | |||||||
09:39 - 09:48 | POST-FIRE SEISMIC RESPONSE OF HIGH-RISE TUNNEL-FORM BUILDINGS S. Dede, T. Rossetto, F. Freddi | |||||||
09:48 - 09:57 | ARCHETYPE-BASED LIBRARY OF MULTIHAZARD VULNERABILITY FUNCTIONS OF INFRASTRUCTURE G.A. Bernal, O.D. Cardona, S.A. Herrera, C.P. Villegas, D.M. Gonzalez, J.F. Molina, M.C. Marulanda, P.M. Marulanda | |||||||
09:57 - 10:06 | REVEALING FAILURE MECHANISMS OF THE TEPEHAN LANDSLIDE USING SATELLITE-BORNE INSAR DATA T. Baser, N.I. Medhat, O.A. Numanoglu, K. Nieto | |||||||
10:06 - 10:15 | USING FRAGILITY CURVES IN THE PROBABILISTIC SPATIAL ASSESSMENT OF PERMANENT DISPLACEMENTS OF SLOPES E.A. Montoya-Araque, F. Lopez-Caballero, S. Montoya-Noguera | |||||||
AMBER 5 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
09:00 - 09:15 | ADVANCEMENTS IN IMPROVING SEISMIC HAZARD ASSESSMENT FOR JAPAN H. Fujiwara, N. Morikawa, S. Senna, T. Maeda, A. Iwaki, S. Kawai, S. Aoi, K.X. Hao | |||||||
09:15 - 09:30 | NATIONAL SEISMIC HAZARD ASSESSMENTS IN CANADA: APPLICATIONS, PROGRESS AND FUTURE CHALLENGES M. Kolaj, S. Halchuk, J. Adams, T. Hobbs | |||||||
09:30 - 09:45 | THE 2023 UPDATE TO THE AUSTRALIAN NATIONAL SEISMIC HAZARD ASSESSMENT: PHILOSOPHY AND MODEL CHANGES T. Allen, J. Griffin, D. Clark, P. Cummins, H. Ghasemi, R. Ebrahimi, S. Martin | |||||||
09:45 - 09:55 | GEM'S GLOBAL SEISMIC HAZARD MOSAIC: UPDATES SINCE V2018, APPLICATIONS, AND UPCOMING ACTIVITIES K. Johnson, M. Villani, K. Bayliss, C. Brooks, A. Rood, R. Styron, M. Simionato, M. Pagani | |||||||
09:55 - 10:05 | APPLICATION OF SITE SPECIFIC PARTIALLY NON-ERGODIC PSHA FOR REFERENCE SOIL NEAR KEDDARA DAM IN ALGERIA. F. Gherboudj, T. Ouzandja, R. Bensalem | |||||||
10:05 - 10:15 | THE 2024 UPDATE OF THE EARTHQUAKE MODEL OF THE MIDDLE EAST (EMME24) - A COMMUNITY EFFORT L. Danciu, K. Sesetyan, D. Giardini, R. Basili, M. Stucchi, A. Rovida, O. Kale, A. Sandikkaya, A. Elias, N. Tsereteli, F.E. Maesano, C. Beauval, R. Styron, M. Pagani, M. Erdik, M. Zare, L. Gulen, S. Akkar, A. Gomez-Capera, M.M. Tiberti, S. Khan, A. Askan, M. Brax, Y. Klinger, M. Waseem, S. Ceylan, M. Demircioglu, H. Yalcin, T.E. Azak, EMME24 Working Group | |||||||
AMBER 6 | ||||||||
RES1 - ADVANCED ASSESSMENTS OF THE SEISMIC RESILIENCE OF INFRASTRUCTURES | Convenors: D. Forcellini, H. Karampour, A. Thamboo | ||||||||
09:00 - 09:10 | SEISMIC RESILIENCE OF PALAZZO PUBBLICO (UNESCO) WITH 3D NUMERICAL SIMULATIONS D. Forcellini, M. Sathurshan, J. Thamboo | |||||||
09:10 - 09:20 | EARTHQUAKE MITIGATION FOR INFRASTRUCTURES IN SWITZERLAND - APPROACH AND EXAMPLES S. Heunert | |||||||
09:20 - 09:30 | A FUNCTION-BASED SIMULATION FRAMEWORK TO MODEL SEISMIC RESILIENCE OF INTERDEPENDENT INFRASTRUCTURES W. Liu, J. Zhou | |||||||
09:30 - 09:40 | DEVELOPMENT OF QUANTITATIVE EVALUATION METHOD OF REDUNDANCY FOR RAILWAY BRIDGES AND VIADUCT K. Wada, K. Sakai, Y. Takahashi | |||||||
09:40 - 09:50 | A NOVEL SEISMIC RESILIENCE ASSESSMENT METHODS FOR INFRASTRUCTURE SYSTEMS AND CITIES C. Zhai, L. Xie | |||||||
09:50 - 10:00 | INTEGRATED RISK AND RESILIENCE ASSESSMENT OF CRITICAL INFRASTRUCTURES AFTER CASCADING EFFECTS F.V. De Maio, S. Osmani, R. Valsecchi, M. Cademartori, P. Basso, R. De Stefano | |||||||
10:00 - 10:10 | DEVELOPMENT AND CASE STUDIES OF RISK ASSESSMENT AND MANAGEMENT SYSTEMS FOR POWER LIFELINES(RAMP) Y. Shumuta, Y. Shiba, N. Endo | |||||||
10:10 - 10:20 | SEISMIC RESILIENCE OF COLD-FORMED STEEL STORAGE RACKS IN DOWN-AISLE DIRECTION BASED ON FEMA P695 MET M.H. Habashizadeh, N. Talebian, D. Miller, H. Karampour, D. Forcellini, A. Ghanbaripour | |||||||
AMBER 7 | ||||||||
BCI5 - LARGE-SCALE SIMULATIONS FOR VULNERABILITY AND RESILIENCE ANALYSES OF CRITICAL INFRASTRUCTURES | Convenors: G.P. Cimellaro, X. Lu, M. Bruneau | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | ASSESSING THE ACCESSIBILITY TO HEALTHCARE FACILITIES IN URBAN CENTRES FOLLOWING SEISMIC EVENTS C. Costa, V. Silva | |||||||
09:15 - 09:25 | AUTOMATED DEVELOPMENT OF SEISMIC FRAGILITY AND FE MODEL FOR NONDUCTILE REINFORCED CONCRETE BUILDINGS P.Y. Chen, N. Lesgidi, A. Sextos, E. Taciroglu | |||||||
09:25 - 09:35 | COST- AND RESILIENCE-BASED PRIORITIZATION OF BRIDGES FOR PRE-EARTHQUAKE STRENGTHNING A. Sextos, I. Kilanitis | |||||||
09:35 - 09:45 | MODELING OF MULTI-HAZARD DISASTER RISK AND INFRASTRUCTURE RESILIENCE AT THE GLOBAL LEVEL O.D. Cardona, G.A. Bernal, M.C. Marulanda, C.P. Villegas, J.F. Molina, S.A. Herrera, D.M. Gonzalez | |||||||
09:45 - 09:55 | SIMULATING THE AFTERMATH OF EARTHQUAKES ON REGIONAL ECONOMIES USING AN EXTENDED ARIO MODEL T. Zhu, O. Issa, M. Markhvida, R. Costa, J. Baker | |||||||
09:55 - 10:05 | REGIONAL SEISMIC SCENARIO SIMULATION OF HIGH-RISE BUILDING CLUSTERS: A CASE STUDY OF BEIJING CBD. Y. Gu, Z. Xu, X. Lu, X. Zeng | |||||||
10:05 - 10:15 | A SURROGATE MODEL FOR THE HYSTERESIS BEHAVIOR OF RC COLUMNS - APPLICATION TO REGIONAL ASSESSMENT M. Gomez, A. Satish, M. DeJong | |||||||
AMBER 8 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | REVIEW OF THE LATEST BENCHMARKING EXERCISES ON 1D NONLINEAR SITE RESPONSE J. Régnier | |||||||
09:12 - 09:21 | THE SHEAR STRAIN INDEX TO TRACK THE SOIL NONLINEARITY IN THE ITALIAN SEISMIC CONTEXT. G. Falcone, A. Chiaradonna, A. Mendicelli, G. Acunzo, M. Moscatelli | |||||||
09:21 - 09:30 | EPISTEMIC UNCERTAINTY OF EFFECTIVE STRAIN COEFFICIENTS IN EQUIVALENT-LINEAR DECONVOLUTION ANALYSIS H. Sato | |||||||
09:30 - 09:39 | THE EFFECT OF SOIL NON-LINEARITY ON LARGE LANDSLIDES CAUSED BY LIQUEFACTION AND WATER INFLOW K. Ichii, S. Murata | |||||||
09:39 - 09:48 | ASSESSMENT OF POST-LIQUEFACTION CONSOLIDATION SETTLEMENTS AFTER THE 2012 EMILIA EARTHQUAKE M. Albano, A. Chiaradonna, M. Saroli, M. Moro, G. Solaro, A. Pepe | |||||||
09:48 - 09:57 | AN OVERVIEW ON THE NONLINEAR BEHAVIOR OF INTERMEDIATE SOILS P. Monaco, L. Tonni, A. Chiaradonna | |||||||
09:57 - 10:06 | EFFECT OF PARTICLE SHAPE ON THE CYCLIC BEHAVIOUR OF A SAND R. Banerjee, A. Sengupta, Y.M. Parulekar, J. Chattopadhyay | |||||||
10:06 - 10:15 | LIQUEFACTION POTENTIAL OF COASTAL SANDS DURING THE 9TH OF NOVEMBER 2022 EARTHQUAKE (ITALY) F. Dezi, A. Merli, A. Chiaradonna | |||||||
SUITE 6 | ||||||||
SDM1 - RECENT ADVANCES AND DEVELOPMENTS IN ENERGY-BASED SEISMIC DESIGN | Convenors: A. Benavent-Climent, H. Sucuoglu, F. Mollaioli | ||||||||
09:00 - 09:10 | ACCURACY OF PREDICTED RESPONSES OF AN RC BUILDING WITH DAMPER COLUMNS UNDER PULSE INPUT K. Fujii | |||||||
09:10 - 09:20 | AN ENERGY BASED APPROACH TO MODELLING HYSTERETIC DAMPING S. Zambrano-Alcalá, D. Escolano-Margarit, J. Cara | |||||||
09:20 - 09:30 | AN ENERGY BASED METHOD TO EVALUATING REINFORCED COLUMN SEISMIC CAPACITY G.A. Tropea, G. Angelucci, D. Bernardini, G. Quaranta, F. Mollaioli | |||||||
09:30 - 09:40 | ASSESSING STRUCTURAL PERFORMANCE USING ENERGY K. Wong | |||||||
09:40 - 09:50 | CUMULATIVE DAMAGE IN BUILDINGS DESIGNED WITH ENERGY AND FORCE METHODS UNDER SEQUENCES OF EARTHQUAKES J. Donaire-Avila, D. Gale-Lamuela, A. Benavent-Climent, F. Mollaioli | |||||||
09:50 - 10:00 | DEVELOPMENT AND CURRENT PRACTICE OF ENERGY BASED SEISMIC DESIGN IN JAPAN S. Yamada | |||||||
10:00 - 10:10 | INPUT ENERGY FROM MAINSHOCK-AFTERSHOCK SEQUENCE DURING FEB. 6,2023 EARTHQUAKES IN SOUTH EAST TURKIYE F.S. Alici, H. Sucuoglu | |||||||
10:10 - 10:20 | SEISMIC ENERGY RESPONSE ANALYSIS OF A RC FRAME WITH NEW HYBRID DAMPERS VIA A SHAKING TABLE TESTING A. Benavent-Climent, D. Escolano-Margarit, J. Arcos-Espada, H. Ponce-Parra | |||||||
SUITE 7 | ||||||||
RES4 - RECONSTRUCTION PRIORITISATION FOR OPTIMISING CRITICAL INFRASTRUCTURE RESILIENCE AND SUSTAINABILITY | Convenors: S. Mitoulis, S. Argyroudis, V. Villa, M. Domaneschi | ||||||||
09:00 - 09:15 | RECONSTRUCTION PRIORITISATION FOR OPTIMISING CRITICAL INFRASTRUCTURE RESILIENCE AND SUSTAINABILITY S. Mitoulis, S. Argyroudis, V. Villa, V. Domaneschi | |||||||
09:15 - 09:27 | EVALUATING DISASTER MITIGATION STRATEGIES FOR A SEISMIC-PRONE COMMUNITY USING AGENT-BASED MODELING X. Han, M. Koliou | |||||||
09:27 - 09:39 | EVALUATION OF THE RESILIENCE OF HIGHWAY BRIDGE NETWORKS FOLLOWING 2023 KAHRAMANMARAS EARTHQUAKES T. Yilmaz | |||||||
09:39 - 09:51 | RECONSTRUCTION PRIORITY HIERARCHY-BASED RESILIENT RECOVERY OF POST-EARTHQUAKE ROAD NETWORKS C. Du, M. Ouyang, L. Hong | |||||||
09:51 - 10:03 | POST-SEISMIC RECONSTRUCTION IN LE TEIL FOLLOWING THE NOVEMBRE 11TH 2019 SEISMIC EVENT J. Vieille, C. Negulescu, N. Taillefer, L. Sautier, L. Lemaire | |||||||
10:03 - 10:15 | DISCUSSION | |||||||
SUITE 8 | ||||||||
ASR13 - ECONOMIC LOSS IN SEISMIC AREAS: FROM EMPIRICAL DATA TO PRESCRIPTIVE GUIDANCE FOR MITIGATION | Convenors: C. Del Vecchio, G. O’Reilly, M. Di Ludovico | ||||||||
09:00 - 09:10 | ACTUAL REPAIR/RETROFIT COSTS IN DEVELOPING SEISMIC LOSS MITIGATION STRATEGIES C. Del Vecchio, C. Molitierno, O. Yurdakul, L. Routil, M. Di Ludovico | |||||||
09:10 - 09:20 | PB-LOSS: A FUTURE CANDIDATE FOR SIMPLIFIED SEISMIC RISK CLASSIFICATION G. O Reilly, A.M.B. Nafeh | |||||||
09:20 - 09:30 | A PROPOSAL OF REASONABLE REPAIR STRATEGY FOR DAMAGED REINFORCED CONCRETE BUILDINGS BASED ON A REPAIR M. Maeda, K. Miura, A. Shegay, T. Nagai, R. Akiya, A. Mikawa, M. Seki | |||||||
09:30 - 09:40 | ENHANCING SEISMIC RESILIENCE IN ISTANBUL: RAPID ASSESSMENT AND COST-BENEFIT ANALYSIS OF RETROFITTING REINFORCED CONCRETE BUILDINGS G. Unal, H.H. Aydogdu, M. Comert, C. Demir, U. Yazgan, A. Ilki | |||||||
09:40 - 09:50 | DEVELOPMENT OF INNOVATIVE COUPLED WALL SYSTEMS FOR ENHANCING SEISMIC RESILIENCY OF TALL BUILDINGS X. Ji, R. Jia, Y. Cheng | |||||||
09:50 - 10:00 | ADVANCEMENTS AND CHALLENGES IN DIRECT LOSS-BASED SEISMIC DESIGN R. Gentile, G.M. Calvi | |||||||
10:00 - 10:10 | SEISMIC LOSS ASSESSMENT OF EXISTING HOTEL IN ECUADOR J. Poveda, G. O Reilly | |||||||
10:10 - 10:20 | ADVANCES IN SLAMA-BASED PRE-/POST-EARTHQUAKE SAFETY, RISK, LOSS ASSESSMENT AND MITIGATION STRATEGIES S. Pampanin, S. Bianchi, L. Pedone, S. D Amore, F. Molaioni, C. Sansoni, M. Matteoni, J. Ciurlanti | |||||||
SUITE 9 | ||||||||
EXP3 - EXPERIMENTAL MECHANICS FOR EARTHQUAKE ENGINEERING: NEW TRENDS, NEW CHALLENGES | Convenors: D. Seyedi, I. Politopoulos | ||||||||
09:00 - 09:15 | LOW-COST SEISMIC ISOLATION FOR LOW-INCOME ECONOMIES: CONCEPT, LARGE SCALE TESTING AND IMPLEMENTATION A. Sextos, N. Alexander, A. Diambra | |||||||
09:15 - 09:27 | PERFORMANCE ASSESSMENT OF MIXED DISPLACEMENT AND FORCE CONTROL FRAMEWORK FOR HYBRID SIMULATION C. Sepulveda, G. Mosqueda | |||||||
09:27 - 09:39 | PSEUDO-DYNAMIC TESTS PERFORMED WITH DIFFERENT TESTING METHODS ON A BENCH TEST SETUP C. Molitierno, P. Pegon, F.J. Molina, M. Peroni, M. Lamperti Tornaghi, C. Del Vecchio, M. Di Ludovico, A. Prota | |||||||
09:39 - 09:51 | IMPLEMENTATION OF A MODEL UPDATING ALGORITHM FOR HYBRID SIMULATION J. Hickey, B. Broderick | |||||||
09:51 - 10:03 | EXPERIMENTAL HYBRID SIMULATION OF THE SEISMIC RESPONSE OF A FIVE-STOREY RC U-SHAPED SHEAR WALL N. Bouaanani, Y. Mechamchi, J. Woods | |||||||
10:03 - 10:15 | A NOVEL APPLICATION OF HYBRID SIMULATION TESTING FOR SEISMIC ASSESSMENT OF WIND TURBINES J. Hashemi, C. Wei, R. Al-Mahaidi, E. Gad |
TUESDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
ASR2 - TIMBER BASED SEISMIC RETROFITTING SYSTEM FOR EXISTING STRUCTURES | Convenors: A. Aloisio, R. Tomasi | ||||||||
09:00 - 09:13 | DEVELOPMENT OF LATTICE SHAPE CLT SHEAR WALL M. Takenouchi, K. Murakami, T. Wada, A. Takino | |||||||
09:13 - 09:26 | DESIGN STRATEGIES FOR SEISMIC RETROFIT OF AN ANCIENT MASONRY CHURCH WITH A DISSIPATIVE TIMBER SYSTEM A. Gerardini, M. Mirra, A. Boroni | |||||||
09:26 - 09:39 | THE USE OF ENGINEERED WOOD FOR VOLUMETRIC ADDITIONS TO EXISTING BUILDINGS L. Massaro, L. Di Gennaro, M. Guadagnuolo, G. Frunzio | |||||||
09:39 - 09:52 | EQUIVALENT STRUT MODEL FOR TIMBER PANELS CONNECTED TO REINFORCED CONCRETE FRAMES: PRELIMINARY RESULT C. Contiguglia, C. Demartino, C. Nuti | |||||||
09:52 - 10:05 | UNDERSTANDING THE DISSIPATION PROVIDED BY TIMBER-TO-TIMBER SCREW CONNECTIONS USING X-RAY CT Y. De Santis, D.P. Pasca, A. Aloisio, M. Fragiacomo | |||||||
10:05 - 10:18 | PARAMETRIC INVESTIGATION OF A CLT-STEEL HYBRID SYSTEM T. Tsalkatidis, E. Kavara | |||||||
MONITOR 2 | ||||||||
ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
09:00 - 09:12 | RETROFITTING OF MASONRY WALLS USING COMPOSITE REINFORCED MORTAR (CRM) OVERLAYS A. Cagnoni, V. Bertolli, A.S. Calabrese, T. D Antino, P. Colombi, C. Poggi | |||||||
09:12 - 09:24 | PRELIMINARY RESULTS OF EXPERIMENTAL STUDY ON THE DIAGONAL COMPRESSION BEHAVIOUR OF MASONRY PANELS RETROFITTED WITH FRCM G. Minafo, M. Di Leto, M.C. Oddo, L. La Mendola | |||||||
09:24 - 09:36 | DIAGONAL COMPRESSION TEST ON BRICK MASONRY WALLETS ANCHORED BY ENGINEERED CEMENTITIOUS COMPOSITE M. Sivasubramanian, A. Stains, H. Kannan, S. Reshma | |||||||
09:36 - 09:48 | EXPERIMENTAL AND NUMERICAL STUDY ON STRENGTHENING OF UNREINFORCED MASONRY BUILDING USING FERROCEMENT A. Mukherjee, H.B. Kaushik | |||||||
09:48 - 10:00 | EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF SPIKE ANCHORS FOR FRP AND FRCM REINFORCING SYSTEMS N. Pingaro, A.S. Calabrese, T. D Antino, P. Colombi, C. Poggi | |||||||
10:00 - 10:12 | EFFECTS OF DRILLING METHODS ON TENSILE CAPACITY OF MECHANICAL SCREW ANCHORS IN MASONRY WALLS F. Galvez, K. Noori Kalajahi, P. Orquillo, M. Giaretton, R. Hudson, J. Ingham, D. Dizhur | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
09:00 - 09:12 | EXPERIMENTAL ANALYSIS ON THE SHEAR BEHAVIOUR OF LIMESTONE MASONRY WALLS STRENGTHENED BY JUTE-TRM A. Hyseni, C. Caggegi, N. Reboul, F. Micelli, M.A. Aiello | |||||||
09:12 - 09:24 | PULLOUT TESTS OF MASONRY ADHESIVE ANCHORS R. Raman, G. Congdon, R.R. Singh, A. Stavridis, M. Bruneau, K. Sett | |||||||
09:24 - 09:36 | RECENT DEVELOPMENTS FOR QUALIFICATION AND DESIGN OF METAL INJECTION ANCHORS IN MASONRY IN EUROPE G. Welz, R. Piccinin, E. Vintzileou | |||||||
09:36 - 09:48 | METAL INJECTION ANCHORS TO MASONRY-DOUBLE AND TRIPLE ANCHORS INSTALLED IN LINE E. Vintzileou, I. Tselios, G. Welz, C. Arvanitis | |||||||
09:48 - 10:00 | EXPERIMENTAL BEHAVIOUR OF FULL SCALE C-WALL UNDER OUT-OF-PLANE LOADING P. Crespi, S. Cattaneo, M. Scamardo | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
09:00 - 09:10 | NUMERICAL INVESTIGATION ON THE DYNAMIC RESPONSE OF MASONRY BRIDGES UNDER EARTHQUAKE LOADING S. Grosman, B. Panto, L. Macorini, B. Izzuddin | |||||||
09:10 - 09:20 | GEOMETRICAL SURVEY AND DYNAMICAL CHARACTERIZATION OF A THREE-SPAN HISTORICAL MASONRY ARCH BRIDGE M. Zizi, C. Chisari, R. Iaderosa, P. Bencivenga, A. Lavino, G. De Matteis | |||||||
09:20 - 09:30 | LIMIT BEHAVIOUR OF MASONRY ARCH BRIDGES UNDER SEISMIC LOADINGS G. Buffarini, P. Clemente, C. Ormando, F. Saitta | |||||||
09:30 - 09:40 | OPTIMAL SENSOR PLACEMENT STUDY FOR MODAL PARAMETER IDENTIFICATION OF HISTORICAL MASONRY ARCH BRIDGES S. Gonen, A. Camacho-Sanchez, L. Garcia-Ramonda, P. Roca, R. Chacón, L. Pelà | |||||||
09:40 - 09:50 | STATIC AND SEISMIC VULNERABILITY ASSESSMENT OF A MULTI-SPAN MASONRY ARCH BRIDGE IN RIOLA (ITALY) E. Ghini, L. Arrè, G. Gasparini, T. Trombetti | |||||||
09:50 - 10:00 | A FINITE ELEMENT DAMAGE INVESTIGATION FOR ITALIAN MASONRY ARCH BRIDGES D. Addessi, D. Liberatore, A. Battisti | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
09:00 - 09:10 | PONTE DELLE CHIANCHE' AT BUONALBERGO, ITALY: A TRAJAN'S ERA BRIDGE IN AN EARTHQUAKE PRONE REGION A. Lupoi, L. Sorrentino | |||||||
09:10 - 09:20 | SEISMIC ASSESSMENT OF A MULTI-SPAN MASONRY ARCH BRIDGE USING 3D DISCRETE ELEMENT MODELING A. Furiosi, N. Damiani, M. Rota, A. Penna | |||||||
09:20 - 09:30 | STRUCTURAL ASSESSMENT OF DAMAGED MASONRY ARCH BRIDGES: A PARAMETRIC STUDY BASED ON LIMIT ANALYSIS L. Di Gennaro, M. Zizi, C. Chisari, M. Guadagnuolo, G. Frunzio, G. De Matteis | |||||||
09:30 - 09:40 | VALIDATION OF STONE MASONRY BRIDGE NUMERICAL MODELS USING IN SITU AND LABORATORY MEASUREMENTS G.C. Manos, D. Bares, L. Melidis, L. Kotoulas, K. Katakalos | |||||||
09:40 - 09:50 | FAILURE RISK EVALUATION OF A MASONRY BRIDGE UNDER SEISMIC LOADINGS C. Chambreuil, F. Lopez-Caballero | |||||||
09:50 - 10:00 | SEISMIC STRENGTHENING OF MASONRY BRIDGES: COMPARISON BETWEEN ACTIVE AND PASSIVE TECHNIQUES L. Niero, R. Piazzon, D. Santinon, P. Zampieri, C. Pellegrino | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
09:00 - 09:07 | SEISMIC PERFORMANCE OF WHOLE CULM BAMBOO STRUCTURES AND RECOMMENDATIONS FOR DESIGN USING ISO 22156 S. Kaminski, D. Grant, K. Harries, D. Trujillo, L.F. Lopez | |||||||
09:07 - 09:14 | SEISMIC PERFORMANCE ASSESSMENT OF POST-TENSIONED CLT SHEAR WALL BUILDINGS H. Zhu, M. Bezabeh, A. Iqbal, M. Popovski, Z. Chen | |||||||
09:14 - 09:21 | HIGH PERFORMANCE SEISMIC RESILIENT TIMBER WALL STRUCTURES WITH LOW DAMAGE FLOOR CONNECTION S. Assadi, A. Hashemi, P. Quenneville | |||||||
09:21 - 09:28 | SHAKE TABLE TESTING OF A FULL-SCALE WOOD FRAME BUILDING WITH NONSTRUCTURAL COMPONENTS M. Motamedi, G. Taylor, C.E. Ventura | |||||||
09:28 - 09:35 | DESIGN OF TEST SETUP FOR HYSTERETIC DAMPERS AND BEARINGS APPLIED TO TIMBER SINGLE SPAN BRIDGES A. Ansalone, G. D Arenzo, W. Seim | |||||||
09:35 - 09:42 | A NUMERICAL INVESTIGATION OF MECHANICAL CONNECTORS IN STEEL-TIMBER JOINTS UNDER CYCLIC LOADING L. Corti, G. Muciaccia | |||||||
09:42 - 09:49 | A STUDY ON MECHANICAL BEHAVIOR OF PRESTRESSED COLUMN-BEAM JOINTS IN WOODEN STRUCTURE M. Tanigawa, H. Sakata | |||||||
09:49 - 09:56 | A STUDY ON SIMPLE RESPONSE DISPLACEMENT PREDICTION METHOD OF TIMBER HOUSE UNDER MULTIPLE EARTHQUAKES M. Nakao, T. Furuta | |||||||
09:56 - 10:03 | ANALYTICAL APPROACH FOR CLT SINGLE-STOREY SHEARWALLS WITH OPENINGS IN THE ELASTIC RANGE M. Mestar, T. Mori, G. Doudak | |||||||
10:03 - 10:10 | COLLAPSE ASSESSMENT OF RESILIENT SINGLE AND COUPLED CLT WALLS WITH UNCERTAINTIES. S.R. Agarwal, P. Quenneville, A. Hashemi | |||||||
10:10 - 10:18 | DUCTILE PERFORATED PLATE CONNECTIONS FOR HEAVY TIMBER MOMENT-RESISTING FRAMES E. Chavez, F. Cattani, G. Lomiento | |||||||
MONITOR 7 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
09:00 - 09:08 | CYCLIC TESTS ON BEAM-TO-COLUMN JOINT WITH STEEL LINK FOR TIMBER SEISMIC RESISTANT STRUCTURES G. Iovane, L. Rodrigues, J. Branco, B. Faggiano | |||||||
09:08 - 09:16 | EFFECTS OF THE FLOOR-WALL INTERACTION ON THE POST-ELASTIC RESPONSE OF SEGMENTED CLT SHEAR WALLS G. D Arenzo, W. Seim | |||||||
09:16 - 09:24 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF TIMBER FRAME WITH NOVEL ENERGY-DISSIPATION JOINTS K. Yuan, D.D. Dang, Y. Liu, Y.T. Liu, D. Gan | |||||||
09:24 - 09:32 | EFFECT OF SEISMIC LOAD INTENSITY ON DESIGN OF CONNECTIONS IN CLT BUILDINGS - PARAMETRIC STUDY I. Lukic, B. Azinovic, L. Naumovski, M. Premrov, V. Zegarac Leskovar | |||||||
09:32 - 09:40 | EVALUATION OF NONLINEAR SEISMIC DEMANDS OF LOW-RISE CLT BUILDINGS USING SIMPLIFIED ANALYSIS METHODS S.S. Askariani, F. Najam, L. Tobber | |||||||
09:40 - 09:48 | EXPERIMENTS ON EFFECTIVENESS OF SEISMIC DAMPER REINFORCEMENT OF TRADITIONAL TIMBER FRAME H. Nakaji, T. Suda, S. Yoshitomi, Y. Suzuki, C. Yan | |||||||
09:48 - 09:57 | INNOVATION OF TIMBER STRUCTURES IN JAPAN -PRACTICE AND RESEARCH- H. Isoda, R.Y. Je Too, M. Shinohara, T. Tsuji, T. Noda, Y. Araki | |||||||
09:57 - 10:06 | LIGHT TIMBER FRAME SHEAR WALLS IN MULTI-STOREY BUILDINGS – EXPERIMENTAL FULL-SCALE TESTS L. Rauber, G. Balaskas, V. Wilden, C. Vulcu, B. Hoffmeister | |||||||
10:06 - 10:15 | MICROTREMOR MEASUREMENTS AND NUMERICAL MODELLING OF A TALL TIMBER-CONCRETE HYBRID BUILDING Y. Miyazu, C. Loss | |||||||
MONITOR 8 | ||||||||
EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:13 | NONLINEAR ANALYSIS FOR SEISMIC DESIGN IN THE US: DESIGN GUIDELINES, CHALLENGES, FUTURE DIRECTIONS S. Gavridou, J. Wallace | |||||||
09:13 - 09:21 | HAZARD AND CAPACITY CONTROLLED PERFORMANCE TARGETS FOR THE SEISMIC ASSESSMENT OF EXISTING BUILDINGS S. Arslantürkoglu, B. Stojadinovic | |||||||
09:21 - 09:29 | EARTHQUAKE RESISTANT DESIGN OF STRUCTURES IN NEAR-FAULT REGIONS R. Goswami, A. Goyal, V. Chaturvedi, T. Chandra, P. Bansode, D.K. Jaiswal, C.V.R. Murty | |||||||
09:29 - 09:37 | SEISMIC CODE PROVISIONS FOR POST-DISASTER BUILDINGS IN CANADA, USA, AND NEW ZEALAND: A COMPARISON M. Baradaran Shoraka, E. Dezhdar, J. Hooper | |||||||
09:37 - 09:45 | EXAMINATION OF DIRECTIONALITY IN THE MW 6.4, FERNDALE, CALIFORNIA EARTHQUAKE N. Girmay, E. Miranda, A. Poulos | |||||||
09:45 - 09:53 | PREDICTIONS AND SOCIETAL EXPECTATIONS OF DAMAGE TO EXISTING BUILDINGS IN EARTHQUAKES IN NEW ZEALAND C. Miranda, C. Toma, M. Stephens, J. Becker | |||||||
09:53 - 10:01 | EXPECTED MATERIAL PROPERTIES AND OVERSTRENGTH OF REINFORCED CONCRETE BRIDGE COLUMNS Q. Zhang, M.S. Alam, A. Ahmadnia, J. Jiang | |||||||
10:01 - 10:09 | EFFICACY OF PRESENT DESIGN CODES FOR ENSURING STRONG-COLUMN-WEAK-BEAM DESIGN OF RC BUILDINGS. S.K. Sarma, H.B. Kaushik | |||||||
10:09 - 10:17 | K QUOTIENT (KQ) METHOD FOR EFFICIENT COMPARISON OF INTER-CODE LATERAL FORCE LEVELS Z. Milutinovic, R. Salic Makreska, D. Tomic, J. Trajcevski | |||||||
MONITOR 9 | ||||||||
GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
09:00 - 09:09 | COMPUTATIONAL DEMAND OF NON-LINEAR DYNAMIC ANALYSIS OF STRUCTURES AND THE TIME OF MAXIMUM RESPONSE I. Iervolino, P. Cito, F. Pandolfi | |||||||
09:09 - 09:18 | NUMERICAL INVESTIGATION OF THE INFLUENCE OF TALL BUILDINGS ON THE REGIONAL SEISMIC RESPONSE ANALYSIS S. Chen, S. Liu, Y. Tian, X. Lu | |||||||
09:18 - 09:27 | IMPACT OF SITE EFFECTS AND DIRECTIONALITY ON BUILDING DAMAGES COMPUTED WITH FRAGILITY FUNCTIONS J. Bantis, E. Miranda | |||||||
09:27 - 09:36 | SFS INTERACTION WITH AND WITHOUT CROSS-INTERACTION BETWEEN THE FOUNDATIONS OF URM AGGREGATES A. Brunelli, E. Zeolla, F. de Silva, S. Cattari, S. Sica | |||||||
09:36 - 09:45 | SEISMIC FRAGILITY OF STEEL STRUCTURES INCLUDING SSI AND SITE AMPLIFICATION EFFECTS P. Tsoumani, C. Petridis, D. Pitilakis | |||||||
09:45 - 09:54 | SEISMIC FRAGILITY OF SUBSTANDARD RC FRAMES WITH SOIL-STRUCTURE INTERACTION EFFECTS S. Huseynli, F. De Luca, D. Karamitros | |||||||
09:54 - 10:03 | SEISMIC VULNERABILITY ANALYSIS OF LONG SPAN HIGH PIER STEEL CONCRETE COMPOSITE BRIDGE STRUCTURES N. Li, K. Wang | |||||||
10:03 - 10:12 | ANGULAR EFFICIENCY OF INTENSITY MEASURES G. Boshrouei Shargh, R. Barati, N. Brown | |||||||
10:12 - 10:21 | FRAGILITY CURVES FOR A STEEL BRACED 3D FRAME USING PHYSICS-BASED SYNTHETIC SEISMIC SEQUENCES G. Smiroldo, L. Bomben, M. Fasan, F. Romanelli, C. Bedon | |||||||
MONITOR 10 | ||||||||
GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
09:00 - 09:09 | PHYSICS-BASED GROUND MOTIONS FOR THE DERIVATION OF FRAGILITY CURVES OF ITALIAN RC BUILDINGS TYPES V. Manfredi, C. Smerzini, A. Masi, R. Paolucci, A. Digrisolo | |||||||
09:09 - 09:18 | EFFECTS OF GEOTECHNICAL UNCERTAINTY ON THE SEISMIC PERFORMANCE OF BRIDGES F. Pinto, B. Guajardo, R. Astroza | |||||||
09:18 - 09:27 | ADVANCES IN EFFICIENT INTENSITY MEASURES FOR TAILINGS DAM DISPLACEMENTS AND DAMAGE STATES B. Garrido, C. Pastén, P. Heresi | |||||||
09:27 - 09:36 | EFFECT OF BACKFILL & FOUNDATION SOIL ON SEISMIC FRAGILITY OF A BRIDGE ABUTMENT A. Srivastava, D. Raj, Y. Singh | |||||||
09:36 - 09:45 | FRAGILITY ASSESSMENT OF SLOPE STABILITY DURING THE 2018 HOKKAIDO EASTERN IBURI EARTHQUAKE D. Huang, H. Goto, C. Xiang, L. Zhao, Y. Zhang | |||||||
09:45 - 09:54 | NUMERICAL INVESTIGATION OF THE EFFECT OF VERTICAL VARIABILITY OF SOIL SHEAR MODULUS ON BUILDING M.M. Hadj Brahim, S.A. Rafa, H. Rafaafra | |||||||
09:54 - 10:03 | SEISMIC FRAGILITY ASSESSMENT FOR HIGH-RISE RC WALL-FRAME BUILDINGS IN MONGOLIA G. Dagvabazar, G. Erdene | |||||||
10:03 - 10:12 | SEISMIC FRAGILITY CONSIDERING SOIL TYPE CLASSIFICATIONS: A CASE STUDY ON A LEG-SUPPORTED TANK J. Colombo, J. Wilches | |||||||
MONITOR 11 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
09:00 - 09:12 | CDPT-BASED APPROACH FOR ASSESSMENT OF LIQUEFACTION POTENTIAL INDEX OF GRAVELLY SOILS J. Yuan, J. Cui, Z. Li, Y. Zhang, X. Yuan | |||||||
09:12 - 09:24 | EQUAL STRAIN LIQUEFACTION ANALYSIS FOR STONE COLUMN-REINFORCED SOIL CONSIDERING CLOGGING EFFECT K. Deb, S. Pal | |||||||
09:24 - 09:36 | ASSESSMENT OF LIQUEFACTION DESIGN METHODS AND IMPACT OF DESIGN METHODS ON LIQUEFACTION ANALYSIS K. Wakinaka, K. Hayashi, M. Miyazaki | |||||||
09:36 - 09:48 | BUCKLING INSTABILITY OF PILE FOUNDATIONS DURING EARTHQUAKE-INDUCED LIQUEFACTION Z. Tang, K. Ueda, R. Uzuoka | |||||||
09:48 - 10:00 | DEVELOPING GLOBALLY-APPLICABLE LATERAL SPREADING OCCURRENCE CLASSIFICATION MODELS W. Zhan, E. Rathje | |||||||
10:00 - 10:12 | DEVELOPMENT OF AN IN-SITU LIQUEFACTION TEST CONSIDERING THE EFFECT OF OVERBURDEN PRESSURE H. Fu, X. Yuan, L. Chen, J. Yi | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
09:00 - 09:12 | BUCKLING INSTABILITY ANALYSIS OF PILE FOUNDATIONS IN LIQUEFIED SOILS CONSIDERING INERTIAL LOADS X. Zhang, S. Wang, H. Liu, J. Cui | |||||||
09:12 - 09:24 | EVALUATION OF LIQUEFACTION-INDUCED SETTLEMENT IN SHALLOW FOUNDATION BY 3D RESPONSE HISTORY ANALYSIS J. Lee, S. Lee, M. Yoo | |||||||
09:24 - 09:36 | EXPERIMENTAL ESTIMATION OF DAMAGE TO SHALLOW FOUNDATIONS IN LIQUEFIED SOIL H. Suzuki, T. Okumura | |||||||
09:36 - 09:48 | FEASIBILITY OF PROBABILISTIC LIQUEFACTION ASSESSMENT IN INDUSTRIAL PRACTICE: IS IT WORTH THE EFFORT? E. Schiappapietra, F. Panico, F. Ioele, P. Poggi | |||||||
09:48 - 10:00 | INFLUENCE OF LIQUEFACTION ON THE DYNAMIC BEHAVIOR OF INTEGRAL BRIDGES A.K. Tiwari, B. Prakash, S.R. Dash, S. Patra | |||||||
10:00 - 10:12 | LIQUEFACTION ASSESSMENT USING SURFACE WAVES IN KAZAKHSTAN S.W. Moon, D. Mukhtarkhan, R. Khamitov, S. Abdialim, Y. Shokbarov, J. Kim | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
09:00 - 09:12 | LIQUEFACTION-INDUCED PARABOLIC SUBSIDENCE METHOD F. Parodi, M. Panzano, E.A. Mortola | |||||||
09:12 - 09:24 | MODEL FOR LIQUEFACTION TRIGGERING ASSESSMENT IN SUBDUCTION ZONES G. Montalva, D. Escribano, F. Ruz, N. Bastías, V. San Martín, F. Paredes | |||||||
09:24 - 09:36 | MODELLING PORE PRESSURE BUILD-UP IN QUASI-SATURATED SOILS USING FLAC3D G. Flood-Page, A. Pecker, L. Boutonnier, P. Delage, J. Pereira | |||||||
09:36 - 09:48 | NUMERICAL INVESTIGATION OF INFINITE SLOPES UNDER BI-DIRECTIONAL CYCLIC LOADING R. Cudmani, A. Csuka, S. Chrisopoulos | |||||||
09:48 - 10:00 | REVIEW OF ASSESSMENT OF LIQUEFACTION POTENTIAL H1-H2 METHOD USED FOR SMALL BUILDINGS FOUNDATIONS N. Sako, K. Mitsuji | |||||||
10:00 - 10:12 | SAND POST-LIQUEFACTION MONOTONIC RESPONSES WITH VARIOUS LOADING DIRECTIONS AND ANGULARITY C. Leal, W.S. Kwan, E. Nunez | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | SEISMIC DESIGN OF DUAL SYSTEM WITH ELASTIC FRAME HAVING BRB AS ENERGY DISSIPATOR S.K. Rajaram, K. Sankar | |||||||
09:09 - 09:18 | MITIGATING VERTICAL SEISMIC ACCELERATION RESPONSE OF FRAMES VIA COLUMN-EMBEDDED DAMPER Y. Xiang, X.L. Yang, L. Liao, G.Q. Li | |||||||
09:18 - 09:27 | INFLUENCE OF THE TARGET EARTHQUAKE DESIGN LEVEL ON THE DYNAMIC RESPONSE OF DAMPED STRUCTURES M. Palermo, S. Silvestri | |||||||
09:27 - 09:36 | DEVELOPMENT OF A PASSIVE RATE-INDEPENDENT DAMPER TO ENHANCE SEISMIC ISOLATION PERFORMANCE T. Kato, T. Nakamura, K. Nakano, S. Sakai, K. Ikago, N. Inoue | |||||||
09:36 - 09:45 | PERFORMANCE STUDY OF ENERGY-DISSIPATING COUPLING BEAM WITH OPTIMIZED SHAPE UNDER DYNAMIC LOADINGS B. Zhu, L. Zhang | |||||||
09:45 - 09:54 | 3D SCISSOR-JACK-DAMPER IN LARGE SPATIAL APPLICATION SCENARIOS Y. Xiang, X.L. Yang, G.Q. Li | |||||||
09:54 - 10:03 | SEISMIC PERFORMANCE EVALUATION OF BUILDINGS RETROFITTED WITH SELF-CENTERING SLIT DAMPER A. Naeem, M. Mehar | |||||||
10:03 - 10:12 | STRUCTURAL AND NON-STRUCTURAL SEISMIC PERFORMANCE OF A RC BUILDING RETROFITTED BY DISSIPATIVE BRACES G. Terenzi, Y. Catullo, S. Sorace, E. Fuso, M. Giannini | |||||||
10:12 - 10:21 | SIMULATING THE HYSTERETIC BEHAVIOR OF A SLB ENERGY DISSIPATION DEVICE VIA UNIFIED MECHANICS THEORY H.M. Hernandez Morales, L. Bozzo Rotondo, H. Scaletti Farina | |||||||
MONITOR 15 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | A BASIC STUDY ON THE PERFORMANCE OF TMD SYSTEM USING DYNAMIC MASS DEVICE C. Kuo, I. hata, N. Akuto, G. Arakawa, K. Ohra, D. Teramura | |||||||
09:09 - 09:18 | PERFORMANCE EVALUATION OF STRUCTURES WITH INERTIAL MASS DEVICES USING OBSERVED SMALL SEISMIC MOTIONS N. Akuto, I. Hata, C. Kuo | |||||||
09:18 - 09:27 | A TUNED LIQUID DAMPER PROPOSAL FOR PASSIVE VIBRATION CONTROL IN LOW-RISE STRUCTURES M. Domizio, D. Ambrosini | |||||||
09:27 - 09:36 | NUMERICAL AND EXPERIMENTAL ANALYSIS OF TLDS UNDER OPERATIONAL CONDITIONS A. Vázquez Greciano, N. Buratti, A. Aznar López, J. Ortiz Herrera | |||||||
09:36 - 09:45 | A PARAMETRIC STUDY ON BASE-ISOLATED BUILDINGS EQUIPPED WITH TUNES MASS DAMPER O. Altay, O. Çetindemir | |||||||
09:45 - 09:54 | BASE ISOLATION, STRUCTURAL DAMPING OR TUNED MASS DAMPERS ? D. Cretu, O. Bogdan, E. Tulei, C. Ghindea, R. Cruciat | |||||||
09:54 - 10:03 | SEISMIC RETROFIT DESIGN OF EXISTING BUILDINGS WITH INTERSTOREY FLUID-VISCOUS DAMPERS M. Marra, E. Ghini, M. Palermo, T. Trombetti, S. Silvestri | |||||||
10:03 - 10:12 | SAFETY MARGIN EVALUATION OF SUPERSTRUCTURE AND ISOLATION INTERFACE OF SEISMICALLY ISOLATED BUILDINGS K. Funada, S. Kaneko, Y. Izawa, M. Kobayashi | |||||||
10:12 - 10:21 | RESPONSE CHARACTERISTICS OF SEISMICALLY ISOLATED BUILDINGS AGAINST TSUNAMI SURGE FORCE. K. Sone, R. Ehara, M. Kobayashi, Y. Kawakami, S. Fujimori | |||||||
MONITOR 16 | ||||||||
NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | DIRECT INELASTIC FLOOR RESPONSE SPECTRA V. Vukobratovic, P. Fajfar | |||||||
09:15 - 09:27 | A PROPOSAL TO ASSESS FLOOR SPECTRA FOR THE VERIFICATION OF SECONDARY ELEMENTS IN MASONRY BUILDINGS S. Degli Abbati, S. Cattari, S. Lagomarsino | |||||||
09:27 - 09:39 | NEWTON - NEW TOOLS TO COMPUTE THE SEISMIC DEMAND ON NON-STRUCTURAL COMPONENTS M. Di Domenico, S. Degli Abbati, P. Ricci | |||||||
09:39 - 09:51 | MULTICOMPONENT DIRECTIONAL-CUM-MODAL COMBINATION RULE FOR SEISMIC ANALYSIS OF SECONDARY SYSTEMS F. Vats, D. Basu | |||||||
09:51 - 10:03 | ACCELERATION RESPONSE AMPLIFICATION RATIO CONSIDERING LONG-PERIOD GROUND MOTIONS J.C. Kim, S.H. Oh | |||||||
10:03 - 10:15 | SHAKING TABLE TESTS OF FREESTANDING ART OBJECT WITH MASS FILLING B. Huang, Y. Zhang, J. Liu | |||||||
MONITOR 17 | ||||||||
NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | RELEVANT NON-STRUCTURAL ELEMENTS IN THE COLLECTIONS CENTRE OF THE SWISS NATIONAL MUSEUM F. Braune | |||||||
09:15 - 09:27 | SEISMIC VULNERABILITY OF THE NEPTUNE STATUE IN FLORENCE WITHIN A MULTI-HAZARD STUDY M. Domaneschi, M. Tanganelli | |||||||
09:27 - 09:39 | ESTIMATION OF MAXIMUM VIBRATION USING FOURIER ANALYSIS OF DISPLACEMENT NEAR FULCRUM OF ELEVATOR ROPE K. Sumida, N. Miura | |||||||
09:39 - 09:51 | GENERATION OF THE REQUIRED RESPONSE SPECTRUM FOR COMPONENT QUALIFICATION. SOME EXAMPLES. D. Combescure, F. Rueda | |||||||
09:51 - 10:03 | FLOOR SEISMIC RESPONSE SPECTRUM FOR THE BUILDING EQUIPPED WITH VISCO-ELASTIC DECOUPLERS S.L. Guo, Y. Xiang, G.Q. Li | |||||||
10:03 - 10:15 | CORRELATING GROUND MOTION INTENSITY MEASURES WITH STRUCTURAL ACCELERATIONS S. Parizat, R. Kamai, A. Shmerling | |||||||
MONITOR 18 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
09:00 - 09:10 | FIELD SURVEY OF BUILDINGS AFTER MW=7.8 TURKEY EARTHQUAKE: OBSERVATIONS AND REMEDIAL MEASURES R. Shinde, K. Miyamoto, A. Gilani | |||||||
09:10 - 09:20 | FIRSTHAND OBSERVATIONS AND ANALYSIS OF THE 2023 FEBRUARY 6 2023 TURKIYE EARTHQUAKE M. Mahamid, C. Tort | |||||||
09:20 - 09:30 | EFFECT OF PULSE-LIKE GROUND MOTION ON STRUCTURAL DAMAGE IN HATAY AFTER THE KAHRAMANMARAS EARTHQUAKES O. Gunes, E. Altunsu, S. Ozturk, S. Sorosh, A. Sari | |||||||
09:30 - 09:40 | PERFORMANCE OF BUILDINGS IN THE 2023 TURKIYE EARTHQUAKE SEQUENCE M. Mieler, H. Sezen, B. Gencturk, R. Garai, P. Gudhka, M. Griffith | |||||||
09:40 - 09:50 | RELATIONS OF DEMAND ESTIMATED BY SDOF AND MDOF MODELS AND OBSERVED DAMAGE IN FEBRUARY 2023 TURKIYE EARTHQUAKE H. Tagawa | |||||||
09:50 - 10:00 | TYPES OF COLLAPSE MECHANISMS IN HATAY PROVINCE AFTER THE 2023 TURKEY-SYRIA EARTHQUAKE A. Pilipovic, K. Jandric | |||||||
10:00 - 10:10 | OBSERVATIONS OF DAMAGED BUILDINGS TEN WEEKS AFTER THE 2023 EARTHQUAKE SEQUENCE IN TURKIYE F.A. Galvis, C.K. Gulec, N.S. Gulgec, O. Ihtiyar, J. Abruzzo, D. Caballero Russi | |||||||
10:10 - 10:20 | OBSERVED STRUCTURAL DAMAGES AFTER THE FEBRUARY 6, 2023 KAHRAMANMARAS EARTHQUAKES IN TURKEY S. Kocakaplan, G.B. Sakcali, S. Ozen, B. Bayhan, N. Caglar | |||||||
MONITOR 19 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
09:00 - 09:10 | KAHRAMANMARAS EARTHQUAKES , TURKIYE 2023 RECONNAISSANCE: A SEISMOLOGICAL OVERVIEW M. Zare | |||||||
09:10 - 09:20 | DEMONSTRATION OF BASELINE CORRECTION OF GROUND MOTIONS USING PHYSICS-BASED CORRECTION PATTERNS S. Tian, M. Alam | |||||||
09:20 - 09:30 | FEBRUARY 6, MARAS EARTHQUAKES: INITIAL ASSESSMENT OF RECORDED GROUND MOTIONS AND OBSERVED DAMAGES A. Askan, A. Altindal, M.F. Aydin, M.A. Erberik, M.K. Koçkar | |||||||
09:30 - 09:40 | FIELD OBSERVATIONS AND GROUND MOTION CHARACTERISTICS OF FEBRUARY 6TH 2023 KAHRAMANMARAS EARTHQUAKES S. Soyöz, E. Aytulun, E. Cukaci | |||||||
09:40 - 09:50 | NEAR-FAULT STRONG MOTION, SURFACE RUPTURE AND BUILDING DAMAGE BY THE 2023 KAHRAMANMARAS EARTHQUAKE Y. Hisada, M. Kurata, C. Yenidogan, H. Fukui, S. Tanaka, T. Nagae, H. Kobayashi | |||||||
09:50 - 10:00 | FIELD OBSERVATION OF EARTHQUAKE-INDUCED SETTLEMENT EFFECTS ON HATAY AIRPORT REGION DURING M 7.8 KAHRAMANMARAS EARTHQUAKE IN TURKEY S. Unsal Oral, E.N. Gunes, Y.Z. Oral | |||||||
10:00 - 10:10 | IMPACT OF MW7.8 PAZARCIK AND MW7.5 ELBISTAN SEISMIC EVENTS ON THE KAHRAMANMARAS CITY E. Garini, G. Gazetas, I. Anastasopoulos | |||||||
10:10 - 10:20 | OBSERVATIONS AND LESSONS ON SEISMICALLY INDUCED LIQUEFACTION FOLLOWING THE 2023 TURKIYE EARTHQUAKE SEQUENCES, AND COMPARISON WITH THOSE IN RECENT EARTHQUAKES IN CHINA L.W. Chen, Z.H. Li, X.Y. Wu, J.H. Lei | |||||||
MONITOR 20 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | IMPACT OF FLOOR DIAPHRAGM MODELLING ASSUMPTIONS IN THE SEISMIC ASSESSMENT OF RC BUILDINGS F. Bianchi, M. Guidotti, R. Pinho | |||||||
09:15 - 09:30 | COMPARISON OF EARTHQUAKE PERFORMANCE OF RC FRAME BUILDING WITH REGULAR SYSTEM AND DUAL SYSTEM G.K. Ramancharla, P.K. Ramancharla | |||||||
09:30 - 09:45 | MODELING CORROSION-DAMAGED FIBER-REINFORCED CONCRETE MEMBERS UNDER SEISMIC LOADING A. Aryanto, N. Rizaldi | |||||||
09:45 - 10:00 | CALIBRATION AND MODELING OF BASE ISOLATORS WITH UPLIFT RESTRAINTS USING COMERCIAL SOFTWARE A. Tena-Colunga, F. Parra | |||||||
10:00 - 10:15 | SIMULATION OF LATERAL BEHAVIOUR OF UN-STRENGTHENED AND FC STRENGTHENED MASONRY INFILLED RC FRAME D. Sen, M. Hassan, A. Dutu, M. Seki, M. Maeda | |||||||
MONITOR 21 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | INVESTIGATING THE RELIABILITY OF EQUIVALENT FRAME MODELS IN COMMERCIAL SOFTWARE: A URM CASE STUDY S. Degli Abbati, C.F. Manzini, P. Morandi, F. Candeloro, F. Parisse, G. Brandonisio, G. Camata, G. Magenes, S. Cattari | |||||||
09:15 - 09:30 | PROBABILISTIC SEISMIC ASSESSMENT OF A HERITAGE STONE MASONRY MINARET G. Milan, J. Ciurlanti, G. Isik, M. Tsopanova, C. Haydaroglu, T. Timur, K. Hicyilmaz, R. Sturt, M. Palmieri, D.N. Grant | |||||||
09:30 - 09:45 | NON-LINEAR DYNAMIC ANALYSIS USING AEM OF A TYPICAL AGRICULTURAL BUILDING IN THE GRONINGEN PROVINCE M. Moretti, A. Marasca, S. Persia, A. El-Fouly | |||||||
09:45 - 10:00 | MACRO-MODELING OF FLEXURE-DOMINANT SLENDER REINFORCED MASONRY SHEAR WALLS Y.C. Hsu, T.Y. Yang, S. Brzev | |||||||
10:00 - 10:15 | ANALYSIS OF AXIAL FORCE IN REINFORCED CONCRETE FRAME STRUCTURE BEAMS J. Han, Q. Zhu, P. Chen, L.P. Liu, Y.M. Li | |||||||
MONITOR 22 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | COMPARATIVE SEISMIC EVALUATION ACROSS LEADING SOFTWARE: DISTINGUISHING CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS TECHNIQUES K.K. Kuria, O. Kegyes-Brassai | |||||||
09:15 - 09:30 | THE EFFECT OF SETTLEMENTS ON THE IN-PLANE SEISMIC BEHAVIOR OF MASONRY BUILDINGS M. Serpe, V. Tomei, E. Grande, M. Imbimbo | |||||||
09:30 - 09:45 | PARAMETRIC NONLINEAR ANALYSES TO ASSESS MASONRY BUILDINGS SEISMIC BEHAVIOR THROUGH FRAGILITY CURVES R. Sulla, M. D Amato, R. Gigliotti, D. Liberatore | |||||||
09:45 - 10:00 | EVALUATING DIAPHRAGM PERFORMANCE IN MODULAR BUILDINGS WITH DOUBLE BEAM COMPOSITE STRUCTURES J.Y. Choi, B.H. Cho, J.Y. Kang, Y.E. Kwon, J.H. Ju | |||||||
10:00 - 10:15 | SEISMIC MODELLING & PERFORMANCE OF A HIGH-RISE CONCRETE SHEAR WALL BUILDING ADJACENT TO FAULT C. Smith, E. Dezhdar, Q. Al Chatti | |||||||
MONITOR 23 | ||||||||
SHM4/5 - SHM FOR DAMAGE ASSESSMENT OF CULTURAL HERITAGE TOWERS AND DYNAMIC CHARACTERISATION OF LANDMARK STRUCTURES | Convenors: E. García-Macías, D.V. Oliveira, F. Ubertini, E. Lenticchia, R. Ceravolo, F. Romeo | ||||||||
09:00 - 09:15 | DYNAMIC RESPONSE AND PHYSICAL PROPERTIES WITH CERS METHODS AT SANTA MARIA DI COLLEMAGGIO BASILICA Y. Nakamura, T. Sato, J. Saita | |||||||
09:15 - 09:30 | THE CERS AND OTHER ANALYSIS OF COLOSSEUM IN ROME USING RECORDS AT THE 2016 CENTRAL ITALY EARTHQUAKES Y. Nakamura, J. Saita, T. Sato, G. Valente | |||||||
09:30 - 09:45 | A COMPARATIVE ANALYSIS OF THE SEISMIC RESPONSE OF NEARBY TUNNELS AND BRIDGES. M. Dalmasso, M. Civera, V. De Biagi, C. Surace, B. Chiaia | |||||||
09:45 - 10:00 | DETECTION OF SEISMIC DAMAGE ON A RC BUILDING USING THE PROPORTIONAL FLEXIBILITY-RESEMBLING MATRIX A. Calidori, G. Bernagozzi, S. Castellaro, L. Landi, P.P. Diotallevi | |||||||
MONITOR 24 | ||||||||
SHR3 - MANAGING EARTHQUAKE RISK THROUGH MULTI-LATERAL PARTNERSHIPS | Convenors: J.F. Schneider, G. Trendafiloski | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | IMPLICATION OF CONSIDERING THE EFFECT OF SPATIAL CORRELATION ON LOSS ESTIMATES IN CATASTROPHE MODELS S. Stripajova, E. Schiappapietra, M. Labuta, J. Douglas, G. Trendafiloski, M. Goldbach | |||||||
09:15 - 09:25 | EVALUATING THE POTENTIAL FOR PARAMETRIC SOLUTIONS IN NEPAL USING AN EARTHQUAKE CATASTROPHE MODEL H. Mulugu, B. Weir, G.M. Sarica | |||||||
09:25 - 09:35 | FINANCIAL RISK MANAGEMENT FOR EARTHQUAKE DISASTER: A CASE STUDY OF RHODES AND GRANADA S. Denaro, C. Valerio, G. Bussi, E. Fagà, E. Karaferi, D. Tsarpalis, D. Vamvatsikos | |||||||
09:35 - 09:45 | STATE- AND GROUND MOTION-DEPENDENT FRAGILITY FUNCTIONS OF MASONRY BUILDINGS UNDER SEISMIC SEQUENCES M. Baiguera, G. Bartolini, F. Landi, G. Sevieri | |||||||
09:45 - 09:55 | EARTHQUAKE CATASTROPHE INSURANCE PENETRATION IN INDIA: CHALLENGES AND OPPORTUNITIES P. Kalita, P. Kakoty | |||||||
09:55 - 10:05 | SEISMIC RISK ASSESSMENT AT URBAN SCALE FOR EARTHQUAKE SAFE URBAN PLANNING - A CASE STUDY IN SKOPJE K. Edip, R. Apostolska | |||||||
10:05 - 10:15 | REDUCING EARTHQUAKE PROTECTION GAP WORLDWIDE: CHALLENGES AND BUSINESS OPPORTUNITIES G. Trendafiloski, S. Stripajova | |||||||
MONITOR 25 | ||||||||
SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
09:00 - 09:10 | SEISMIC FRAGILITY CURVES OF LIFELINE NETWORKS BASED ON SUBSET SIMULATION D. Lee, Z. Wang, J. Song | |||||||
09:10 - 09:20 | A NON-PARAMETRIC APPROACH FOR MULTIVARIATE SEISMIC FRAGILITY AND RISK ANALYSIS P.A. Conde Bandini, P. Paultre | |||||||
09:20 - 09:30 | UNCERTAINTY QUANTIFICATION IN THE SEISMIC RISK ASSESSMENT OF BRIDGE TOWERS NEAR THE HAYWARD FAULT A. Taslimi, F. Petrone | |||||||
09:30 - 09:40 | RECONNAISSANCE ENGINE OF NETWORK SYSTEMS USING MATRIX-BASED BAYESIAN NETWORK J. Byun, B. Zhao, H. Ryu | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF MODULAR BUILDLING UNDER NEAR FIELD GROUND MOTIONS S. Elias, M. Beer | |||||||
09:50 - 10:00 | SEISMIC RISK OF AGING BRIDGE NETWORKS BY CROSS-ENTROPY-BASED STATIONARY PROPOSAL IMPORTANCE SAMPLING L. Capacci | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
09:00 - 09:10 | SEISMIC RETROFIT OPTIMIZATION OF WATER DISTRIBUTION SYSTEM BASED ON SURROGATE MODEL B. Hou, C. Yang, X. Cheng, H. Miao | |||||||
09:10 - 09:20 | STUDY ON VULNERABILITY CURVE OF RC BUILDING DAMAGE CONSIDERING VARIATION IN BUILDING PERFORMANCE Y. Nakamura, K. Sotome, S. Okura | |||||||
09:20 - 09:30 | RISK ANALYSIS OF ALTO GARDA VIA MICROZONATION AND STRUCTURAL CHARACTERISATION OF BUILDINGS MAPPING C. Nardin, M. Broccardo, A. Vigano, G. Laurenzano, S. Parolai | |||||||
09:30 - 09:40 | BAYESIAN ESTIMATION OF SEISMIC VULNERABILITY MODEL PARAMETERS USING SOUTH ICELAND LOSS DATA M. Moosapoor, B. Bessason, B. Hrafnkelsson, R. Rupakhety, A. Darzi, J. Bjarnason, S. Erlingsson | |||||||
09:40 - 09:50 | ON THE SENSITIVITY OF HIGH-RESOLUTION SEISMIC RISK ASSESSMENT FOR THE TOWN OF HUSAVIK, NORTH ICELAND A. Darzi, M. Moosapoor, B. Halldorsson, B. Hrafnkelsson, F. Cotton, B. Bessason | |||||||
09:50 - 10:00 | EVALUATION OF SEISMIC HAZARD FOR KOREAN HISTORIC AREAS CONSIDERING UNCERTAINTY FOR VS PROFILES K. Ji, H. Park | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 27 | ||||||||
SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
09:00 - 09:10 | NON-ERGODIC GROUND MOTION MODEL FOR SUBDUCTION EARTHQUAKES USING S-NET SEAFLOOR DATA L. Hu, Y. Li, W.H. Pan, H.W. Yang, S.Y. Ji | |||||||
09:10 - 09:20 | SENSITIVITY ANALYSIS OF DEMAND VARIABLES FOR SCENARIO-BASED EARTHQUAKE DAMAGE ASSESSMENT IN KOREA S.Y. Kim, S.J. Lee, H.Y. Ji, Y.J. Byun, J.H. Kim | |||||||
09:20 - 09:30 | INVESTIGATING SAMPLING BIAS THROUGH SECONDARY VARIABLE: INSIGHTS FROM VS30 DATASETS OF FOUR REGIONS J. Zhou, L. Li, K. Chen, X. Chen, B. Chen, X. Li | |||||||
09:30 - 09:40 | ON THE ASSESSMENT OF RELIABILITY-CONSISTENT SEISMIC DESIGN LOAD CONTOUR MAPS FOR CANADIAN SITES C. Feng, H.P. Hong | |||||||
09:40 - 09:50 | THE SAFETY ASSESSMENT METHOD OF LIFE-SAVING PASSAGE IN BOTTOM FRAME MASONRY STRUCTURE (BFMS) RUINS UNDER AFTERSHOCKS X. Defeng, S. Feifei, D. Junwu, Y. Yongqiang, C. Xingchen | |||||||
09:50 - 10:15 | DISCUSSION |
TUESDAY | 10:30 - 11:45 |
SPACE 1 | ||||||||
SDM4 - LOW DAMAGE CONSTRUCTION | Convenors: G.A. MacRae, S. Moghadam, L.-J. Jia | ||||||||
10:30 - 10:45 | STRUCTURAL FUSE SHAPES FOR RESILIENT STRUCTURES M. Eatherton, T. Nguyen | |||||||
10:45 - 11:00 | DYNAMIC BEHAVIORS OF SNAKE DANCING ROCKING IN SEISMIC RESILIENT MULTIPLE-ROCKING-COLUMN SYSTEM H.T. Zhang, Z.S. Sun, P. Xiang, L.J. Jia | |||||||
11:00 - 11:15 | EXPERIMENTAL AND NUMERICAL REPARABILITY ASSESSMENT OF A STEEL STRUCTURE WITH INNOVATIVE COLUMN BASES E. Elettore, F. Freddi, M. Latour, V. Piluso, G. Rizzano | |||||||
11:15 - 11:30 | FEASIBILITY OF TRANSFORMING AN INDUSTRIAL MODULAR BUILDING FACTORY TO PRODUCE LOW DAMAGE BUILDINGS A. S. Moghadam, M. Hosseini, A. Khederlou, B. Mansouri | |||||||
11:30 - 11:45 | A CASE AGAINST INCREASED SEISMIC PERFORMANCE LEGISLATION FOR BUILDINGS G. MacRae | |||||||
SPACE 3 | ||||||||
IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
10:30 - 10:39 | APPLICATION OF STEEL-MESH REINFORCED RUBBER BEARINGS IN HIGHWAY BRIDGES H. Li, M.S. Alam | |||||||
10:39 - 10:48 | SHAKE TABLE TESTING AND MODEL VALIDATION OF A SEISMIC ISOLATION SYSTEM FOR LIGHTWEIGHT STRUCTURES S. Lopez Restrepo, M. Constantinou | |||||||
10:48 - 10:57 | MECHANICAL RESPONSE OF FIBER-REINFORCED ELASTOMERIC ISOLATORS UNDER VERTICAL AND LATERAL LOADING E. Montalto, D. Konstantinidis | |||||||
10:57 - 11:06 | MODELLING OF LOW SHAPE FACTOR RUBBER BEARINGS A. Orfeo, E. Tubaldi, A. Muhr, D. Losanno | |||||||
11:06 - 11:15 | NUMERICAL AND EXPERIMENTAL ADVANCEMENTS IN ROLLING ISOLATION SYSTEMS USING ELASTOMERIC SPHERES S. Reyes, M. Vassiliou, K. Agathos, D. Konstantinidis | |||||||
11:15 - 11:24 | SIMULATION OF THE BIAXIAL HYSTERETIC BEHAVIOR OF UNBONDED FIBER REINFORCED ELASTOMERIC ISOLATORS N. Vaiana, D. Losanno, D. De Domenico | |||||||
11:24 - 11:33 | LOW-COST SEISMIC ISOLATION IN CANADA N. Van Engelen | |||||||
11:33 - 11:42 | FULL SCALE IN-SITU STUDY OF FIBER REINFORCED ELASTOMERIC ISOLATORS Z. van Galen, M. Torrie, M. Tait | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
10:30 - 10:45 | A PROBABILISTIC, DATA-INFORMED FRAMEWORK FOR REGIONAL ESTIMATION OF LIQUEFACTION DISPLACEMENTS D. Asimaki, G. Lavrentiadis, Z. Bullock | |||||||
10:45 - 10:57 | FAULT RUPTURE PROPAGATION THROUGH SLOPE: A NOVEL APPROACH A. Dasgupta, P.S. Nayek, M. Gade | |||||||
10:57 - 11:09 | AMPLIFICATIONS MODEL OF GROUND MOTION AT THE RESERVOIR DAMS IN SOUTH KOREA J. Lee, S. Lim, B. Kim | |||||||
11:09 - 11:21 | DAMAGE EVALUATION OF EXISTING BURIED FACILITIES INDUCED BY ADJACENT BUILDINGS DURING EARTHQUAKES J. Mayoral, M. Perez, S. Tepalcapa | |||||||
11:21 - 11:33 | COMPARISON OF THICKNESS OF SUBSURFACE SOILS TO PEAK PERIOD OF H/V SPECTRAL RATIO T. Toshinawa | |||||||
11:33 - 11:45 | PERFORMANCE OF PREFABRICATED VERTICAL DRAINS IN MITIGATING RELIQUEFACTION B.K. Maheshwari, G. Padmanabhan | |||||||
BROWN 2 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
10:30 - 10:43 | NUMERICAL MODELING OF THE SEISMIC PERFORMANCE OF A 10-STORY MASS TIMBER BUILDING S. Wichman, J. Berman, S. Pei, R. Zimmerman | |||||||
10:43 - 10:56 | SEISMICALLY RESILIENT CONNECTIONS FOR MASS TIMBER BUILDINGS S. Pryor, S. Pei, J. W. van de Lindt, D. Huang | |||||||
10:56 - 11:09 | STRUCTURAL LIMITATIONS IN THE USE OF EARTHQUAKE-RESISTANT PROPRIETARY CONNECTIONS IN MULTI-STOREY CLT BUILDINGS: A MULTI-PARAMETRIC NUMERICAL STUDY V. Nicolussi, L. Pozza, A. Polastri, D. Casagrande | |||||||
11:09 - 11:22 | SEISMIC ASSESSMENT OF A 4-STORY TIMBER BUILDING IN LISBON USING CALIBRATED CONNECTION MODELS C.D. Aquino, F. Ribeiro, L. Rodrigues, J. Branco | |||||||
11:22 - 11:35 | DAMAGE ASSESSMENT FOR BALLOON-TYPE CLT SHEAR WALL SYSTEMS SUBJECTED TO M9 EARTHQUAKE SCENARIO E. Ferdosi, C. Loss, C. Ventura | |||||||
11:35 - 11:45 | THE REVISION OF THE TIMBER CHAPTER OF EN1998-1-2: THE NEW EUROCODE GENERATION FOR SEISMIC DESIGN M. Fragiacomo, M. Follesa, V. Rinaldi, M. Sciomenta, D. Casagrande | |||||||
AMBER 1 | ||||||||
EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
10:30 - 10:41 | PRINCIPLES OF THE REVISION OF EUROCODE 8 (EN 1998, 2ND GENERATION) P. Bisch | |||||||
10:41 - 10:52 | EVOLUTION OF EN1998-1-1: DEVELOPMENTS ON SEISMIC ACTION P. Labbé, R. Paolucci | |||||||
10:52 - 11:03 | EVOLUTION OF EN 1998-5: GEOTECHNICAL ASPECTS, FOUNDATIONS, RETAINING AND UNDERGROUND STRUCTURES A. Pecker | |||||||
11:03 - 11:14 | EVOLUTION OF EN 1998-1-2: BUILDINGS A. Plumier | |||||||
11:14 - 11:25 | EVOLUTION OF EN 1998-2: BRIDGES P. Franchin | |||||||
11:25 - 11:36 | EVOLUTION OF EUROCODE 8 PART 3: KEY CHANGES AND FUTURE NEEDS A. Kappos | |||||||
11:36 - 11:47 | EVOLUTION OF EN 1998-4: SILOS, TANKS AND PIPELINES, TOWERS, MASTS AND CHIMNEYS C. Butenweg, S. Chatterji | |||||||
AMBER 2 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
10:30 - 10:45 | RECENT DEVELOPMENTS IN SEISMIC ISOLATION AND SUPPLEMENTAL DAMPING SYSTEMS IN NEW ZEALAND D. Whittaker | |||||||
10:45 - 11:00 | SEISMIC RELIABILITY ANALYSIS OF STRUCTURES EQUIPPED WITH LIR-DCFP DEVICES P. Castaldo, G. Auad | |||||||
11:00 - 11:15 | MODULAR CONSTRUCTION USING ROCKING FRAMES WITH DISSIPATIVE DEVICES M. Lamperti Tornaghi, E. Gandelli, D. Bournas | |||||||
11:15 - 11:30 | EARTHQUAKE-RESILIENT RC BUILDINGS WITH STEEL-CONCRETE TRUSSED BEAMS AND FRICTION DAMPERS P. Colajanni, J. D Anna, L. La Mendola, A. Monaco, S. Pagnotta | |||||||
11:30 - 11:45 | A NUMERICAL MODEL FOR THE MULTI-AXIAL RESPONSE OF HIGH DAMPING RUBBER BEARINGS (HDRBS) J.A. Gallardo, J.C. de la Llera, J.I. Restrepo, M. Chen | |||||||
AMBER 3 | ||||||||
SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
10:30 - 10:41 | A NEW SEISMIC DAMAGE PARAMETER BASED ON THE HILBERT-HUANG TRANSFORM S. Castelli, P. Riva, A. Belleri, L. Danesi, L. Rota | |||||||
10:41 - 10:52 | SEISMIC RESPONSE MEASUREMENTS OF A CONCRETE TOWER DUE TO DISTANT EARTHQUAKES J. Parol, J. Al-Qazweeni, H. Kamal, R. Husain, M. Ashour | |||||||
10:52 - 11:03 | A NOVEL SYSTEM FOR SHM IN EARTHQUAKE AND VIBRATION CONTROL COUPLED WITH BIM P.L.A. Renault, M. Radisic, P. Michel, M. Marinkovic | |||||||
11:03 - 11:14 | AMBIENT VIBRATION INVESTIGATION OF THE SUSPENSION BRIDGE OVER JABLANICA LAKE A. Karavelic, H. Hadzic, E. Jahic, G. Simonovic, M. Hrasnica, S. Medic | |||||||
11:14 - 11:25 | ENHANCING HEALTHCARE FACILITY SAFETY AND RESILIENCE THROUGH SEISMIC INSTRUMENTATION M. Lew, F. Naeim, R. Lobo, E. Kalkan | |||||||
11:25 - 11:36 | DEVELOPMENT AND VALIDATION OF A LOW-COST WIRELESS SENSOR NETWORK FOR SHM G. Maddaloni, A. De Angelis, C. Martino | |||||||
11:36 - 11:47 | DIGITAL SOLUTIONS FOR CONDITION ASSESSMENT OF NUCLEAR PIPING SYSTEMS SUBJECTED TO SEISMIC LOAD H.K. Sandhu, S.S. Bodda, A. Gupta | |||||||
AMBER 4 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
10:30 - 10:40 | NTUA/HAEE RECONNAISSANCE MISSION IN TURKIYE: GEOLOGICAL AND GEOTECHNICAL ASPECTS E. Garini, G. Gazetas, C. Giarlelis, V. Marinos, M. Moretti, V. Palieraki, A. Papachristidis, D. Pitilakis, A. Sextos, S. Stefanidou, P. Thanopoulos, G. Tsiatas, P. Tsopelas, E. Vintzileou, E. Vougioukas, C. Zeris, M.Z. Cekinmez | |||||||
10:40 - 10:50 | BUILDING PERFORMANCE AT SITES AFFECTED BY LIQUEFACTION DURING THE 2023 TÜRKIYE EARTHQUAKE J.D. Bray, D.M. Moug, K.O. Cetin, J.M. Macedo, P. Bassal, J.D. Frost, S.B. Kendir, A. Sahin, K. Ulmer, C. Arnold, M. Bikce | |||||||
10:50 - 11:00 | EVALUATION OF SITE EFFECTS IN KAHRAMANMARAS EARTHQUAKES REGION BY CHARACTERIZATION OF SGM STATIONS M.K. Kockar, A.K. Karabulut, G. Sahin, A. Arslan Kelam, H. Akgun, B. Ural, A.E. Ozsimsir, Y.E. Kaya, C. Demir, K. Yousefi Bavil, G. Felek, M.T. Yilmaz, O. Kale, A. Askan, M.A. Erberik | |||||||
11:00 - 11:10 | LIQUEFACTION INDUCED HAZARDS AFTER THE FEBRUARY 6TH, KAHRAMANMARAS EARTHQUAKES B. Unutmaz, A. Gurbuz, S. Firat, C. Demir, G. Sahin, M.K. Kockar, N.S. Isik, F. Erciyes | |||||||
11:10 - 11:20 | SEISMIC PERFORMANCE OF BASE ISOLATED HOSPITALS DURING FEBRUARY 6, 2024 KAHRAMANMARAS EARTHQUAKES H. Sucuoglu | |||||||
11:20 - 11:30 | PERFORMANCE OF BASE ISOLATED HOSPITAL BUILDINGS DURING THE 2023 TURKEY-SYRIA EARTHQUAKE P. Calvi, U. Ozcamur, S. Taniser, G.M. Calvi | |||||||
11:30 - 11:40 | FEBRUARY 6, 2023, EARTHQUAKES: PRELIMINARY FINDINGS FROM DAMAGE SURVEYS OF BUILDINGS C. Yenidogan, M. Kurata, T. Nagae, Y. Hisada, H. Fukui, K. Kobayashi | |||||||
11:40 - 11:50 | 2023 TURKEY EARTHQUAKE SEQUENCE - LESSONS LEARNED FROM A REVIEW OF THE PERFORMANCE OF POWER FACILITIES R. Cappa, B. Gurdul Erkal, O. Akinci, G. Hardy, R. Choromokos, J. Richards | |||||||
AMBER 5 | ||||||||
SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | A PERSPECTIVE ON EVOLVING SEISMIC RISK ESTIMATES IN THE UNITED STATES K. Jaiswal, M. Petersen, N. Field, K. Rukstales, D. Bausch, J. Rozelle, G. Hayes | |||||||
10:45 - 10:57 | CHARACTERIZING EARTHQUAKE RISK IN CANADA: A MODEL 18 YEARS IN THE MAKING T. Hobbs, P. LeSueur, M. Journeay | |||||||
10:57 - 11:09 | PROBABILISTIC SEISMIC RISK ASSESSMENT OF COMMUNITIES AND CRITICAL INFRASTRUCTURE IN PALESTINE J. Dabbeek, H. Crowley, J. Dabbeek | |||||||
11:09 - 11:21 | PROPOSAL OF A NEW SEISMIC HAZARD MAP FOR GREECE: DEVELOPMENT AND IMPACT ON NATIONAL RISK ASSESSMENT K. Pitilakis, E. Riga, S. Apostolaki, L. Danciu | |||||||
11:21 - 11:33 | PERSPECTIVES FROM THE FIRST EARTHQUAKE RISK MODEL OF SWITZERLAND (ERM-CH23) A.N. Papadopoulos, P. Roth, L. Danciu, P. Bergamo, F. Panzera, D. Fäh, C. Cauzzi, B. Duvernay, A. Khodaverdian, P. Lestuzzi, Ö. Odabasi, E. Fagà , P. Bazzurro, M. Marti, N. Valenzuela, I. Dallo, N. Schmid, P. Kästli, F. Haslinger, S. Wiemer | |||||||
11:33 - 11:45 | NATIONAL SEISMIC RISK ASSESSMENT: THE MARS MODEL FOR ITALY S. Lagomarsino, A. Masi | |||||||
AMBER 6 | ||||||||
ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
10:30 - 10:40 | BEHAVIOUR OF COLD-FORMED STEEL STUD-SHEATHING CONNECTIONS SUBJECTED TO IN-PLANE LATERAL LOADS C. Sonkar, A. Chourasia, D. McCrum | |||||||
10:40 - 10:50 | CYCLIC STABILITY OF STEEL INFILL PLATES WITH TWO-SIDE CLAMPED BOUNDARY CONDITIONS D. Shin, H. Kim | |||||||
10:50 - 11:00 | DEMONSTRATION OF REDUCTION IN WAREHOUSE BUILDING MATERIAL QUANTITY USING A SLIDE EFFECT DEVICE R. Kawasumi, K. Yamagishi | |||||||
11:00 - 11:10 | DEVELOPMENT OF FRAGILITY CURVES FOR RURAL LOW-RISE BUILDINGS IN IRAN M.R. Soghrat, A. Maghsoudi-Barmi, R. De Lotto, E. Venco, C. Pietra, N. Nastaran Zanjani | |||||||
11:10 - 11:20 | EFFECT OF CONSIDERING STAIRCASES BEHAVIOR ON SPECIAL STEEL MOMENT RESISTING FRAMES IN EARTHQUAKE ZONE M.G. Vetr Tamijani, S. Fallah, S. Abbasalizade Boura | |||||||
11:20 - 11:30 | FLEXURAL-TORSIONAL BUCKLING OF SHEAR-YIELDING SEISMIC DAMPER USING THIN STEEL PLATE S. Honma, Y. Harada, K. Ebato | |||||||
11:30 - 11:40 | INFLUENCE OF SANDWICH PANEL FACADES ON THE NONLINEAR STATIC RESPONSE OF INDUSTRIAL STEEL STRUCTURES L. Bittner, C. Vulcu, B. Hoffmeister | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 7 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
10:30 - 10:40 | APPLICATION OF GROUND MOTION-COMPATIBLE INTENSIFYING ARTIFICIAL ACCELERATION IN DAMS G. Sevieri, M.A. Hariri-Ardebili, C. Resta, A. De Falco | |||||||
10:40 - 10:50 | IMPLICATIONS OF SEISMIC RISK ANALYSIS FOR DAMS AND DECISION MAKING IN A RISK INFORMED FRAMEWORK M. Rocha, K.Z.Z. Lee, P. Mott | |||||||
10:50 - 11:00 | CHALLENGES IN DEVELOPING VERTICAL HAZARD FOR SEISMIC ANALYSIS OF CONCRETE DAMS N. Kwong, S. Rezaeian, A. Makdisi, N. Luco | |||||||
11:00 - 11:10 | IMPACTS OF CONSTITUTIVE MODEL AND INPUT GROUND MOTION SELECTION ON THE SEISMIC RESPONSE OF AN EARTH DAM A.G. Ozcebe, D. Gioffre, A. Famà, E. Zuccolo, F. Bozzoni, C.G. Lai | |||||||
11:10 - 11:20 | 3D SEISMIC STABILITY ANALYSIS OF A CONCRETE SPILLWAY PIER AFFECTED BY AAR A. Nour, A. Cherfaoui | |||||||
11:20 - 11:30 | USE OF THREE-DIMENSIONAL NUMERICAL ANALYSES IN SEISMIC DESIGN OF EARTH EMBANKMENTS M. Kafash, Z. Karimi, L. Yenne | |||||||
11:30 - 11:40 | ASSESSMENT OF THE SEISMIC BEHAVIOUR OF CONCRETE DAMS: FROM SIMPLIFIED TO ADVANCED METHODS G. Faggiani, P. Masarati | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 8 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
10:30 - 10:39 | CENTRIFUGAL TEST OF CIRCULAR RC SHAFT CONSTRUCTED IN DENSE SAND GROUND AND ITS REPRODUCTION ANALYSIS K. Yamaguchi, Y. Takada, H. Nagai, S. Horimi | |||||||
10:39 - 10:48 | COUPLED WIND AND SEISMIC RESPONSE ANALYSIS FOR MONOPILE SUPPORTED OFFSHORE WIND TURBINES WITH MULTIPLE EXCITATION METHOD ON LIQUEFIED GROUND Y. Ohya | |||||||
10:48 - 10:57 | 3D-DEM ANALYSIS FROM NORMAL CONSOLIDATION TO RE-CONSOLIDATION THROUGH CONSTANT VOLUME CYCLIC SHEAR T. Shibata, M. Jiang, A. Kamura, M. Kazama | |||||||
10:57 - 11:06 | SEPARATING LIQUEFACTION TRIGGERING FROM SURFACE MANIFESTATION R. Green, S. Upadhyaya, A. Rodriguez-Marek, B. Maurer | |||||||
11:06 - 11:15 | COMPARISON OF MEASURED AND ESTIMATED SEISMIC BUILDING SETTLEMENTS IN 2023, KAHRAMANMARAS EARTHQUAKES O. Numanoglu, R. Pretell, M. Acar, S. Erinmez, T. Baser | |||||||
11:15 - 11:24 | EFFECTS OF PILE DAMAGE DUE TO GROUND LIQUEFACTION ON SEISMIC RESPONSE OF SUPERSTRUCTURE K. Hayashi, S. Tamura, S. Ishibashi | |||||||
11:24 - 11:33 | LIQUEFACTION RESISTANCE OF OIL SAND TAILINGS G. Sarkar, A. Sadrekarimi | |||||||
11:33 - 11:42 | SEISMIC RESPONSE OF EMBEDDED CANTILEVER RETAINING WALL USING A STRAIN SPACE MULTIPLE MECHANISM MODEL A. Sahare, G.C. Choi, K. Ueda | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
SUITE 6 | ||||||||
GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
10:30 - 10:48 | GEOSYNTHETIC REINFORCED SOIL WALLS IN SEISMIC AREAS R. Bathurst | |||||||
10:48 - 11:06 | GEOSYNTHETIC ENCASED COLUMNS AS A SOIL REMEDIATION AGAINST EARTHQUAKE HAZARDS E. Guler | |||||||
11:06 - 11:24 | SEISMIC DESIGN AND PERFORMANCE OF GEOSYNTHETICALLY-LINED SOLID WASTE LANDFILLS N. Matasovic | |||||||
11:24 - 11:45 | EARTHQUAKE DAMAGE ASSESSMENT OF GEOSYNTHETIC-REINFORCED RETAINING WALLS FOR THE RESILIENCE OF ROAD Y. Miyata, J. Hironaka, S. Miyamoto | |||||||
SUITE 7 | ||||||||
CHH3 - DIGITAL TWINNING OF CULTURAL HERITAGE STRUCTURES IN EARTHQUAKE ZONES | Convenors: G. Miraglia, V. Sarhosis, R. Ceravolo | ||||||||
10:30 - 10:45 | EQUIVALENT FRAME TWINS OF DYNAMICALLY-MONITORED MASONRY BUILDINGS: EXPERIENCES AND FUTURE CHALLENGES S. Cattari, D. Sivori | |||||||
10:45 - 10:55 | DYNAMIC CHARACTERISTICS OF A CULTURAL HERITAGE THATCHED-ROOF BUILDING IN AKITA, JAPAN C. Cuadra | |||||||
10:55 - 11:05 | FROM BIN PACKING TO MASONRY WALL CONSTRUCTION Q. Wang, B.G. Pantoja-Rosero, K.R.M. dos Santos, K. Beyer | |||||||
11:05 - 11:15 | DEEP LEARNING ONTOLOGY FOR DOCUMENTATION AND ASSESSMENT OF EARTHQUAKE DAMAGE TO HERITAGE STRUCTURES S. Rihal, H. Assal | |||||||
11:15 - 11:25 | EMPOWERING POST-EARTHQUAKE ASSESSMENT AND CULTURAL HERITAGE PRESERVATION THROUGH DIGITAL M. Stepinac, Z. Sigmund | |||||||
11:25 - 11:35 | A HOLISTIC PLATFORM FOR THE SEISMIC RISK ASSESSMENT OF ANCIENT MONUMENTS V. Melissianos, C. Lachanas, X. Lignos, D. Vamvatsikos, A. Chatzidaki, M. Dasiou, A. Manetas | |||||||
11:35 - 11:45 | INPUT PARAMETERS ANALYSIS OF VIRTUAL MODELS THROUGH CONTACT AND CONTACTLESS MONITORING TECHNIQUES G. Miraglia, S. Coccimiglio, R. Ceravolo, V. Sarhosis | |||||||
SUITE 8 | ||||||||
GEO7 - EARLY HISTORY AND HISTORICAL PERSPECTIVE OF SITE EFFECTS AND DYNAMIC SOIL-STRUCTURE INTERACTION | Convenors: R. Paolucci, C. Lai | ||||||||
10:30 - 10:43 | WAVE PROPAGATION IN LAYERED SOIL DEPOSITS R. Borcherdt | |||||||
10:43 - 10:56 | ONE-DIMENSIONAL SITE AMPLIFICATION STUDIES IN JAPAN FROM 1930S UP TO PRESENT H. Kawase | |||||||
10:56 - 11:09 | SITE EFFECTS ON SEISMIC GROUND MOTION: EARLY HISTORY F.J. Sánchez Sesma, R. Paolucci | |||||||
11:09 - 11:22 | SSI IN SEISMIC BUILDING CODES: FROM EARLY CODES TO PRESENT AND POSSIBLE FUTURE DEVELOPMENTS A. Pecker, A. Correia | |||||||
11:22 - 11:35 | EUROSEISTEST - EUROPROTEAS: 35 YEARS OF RESEARCH IN SITE EFFECTS, STRONG GROUND MOTION AND SFSI K. Pitilakis, D. Raptakis, M. Manakou, A. Anastasiadis, D. Pitilakis, E. Riga, K. Makra | |||||||
11:35 - 11:48 | FROM SITE RESPONSE TO SITE-CITY INTERACTION: A CASE STUDY IN THE TOKYO AREA P. Bard, K. Nakano, E. Ito, J. Sun, Z. Wang, H. Kawase | |||||||
SUITE 9 | ||||||||
SHR18 - RECENT ADVANCES AND CHALLENGES IN (RE)INSURANCE PORTFOLIO RISK MANAGEMENT | Convenors: U. Tomassetti, M. Käser, N. Giordano | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | THE EFFECT OF OBSERVED DAMAGE ON GROUND SHAKING AND FRAGILITY CALIBRATION A. Rosti, I. Iervolino, A. Penna, M. Giorgio | |||||||
10:45 - 10:55 | CONSIDERATION OF AFTERSHOCKS AND TRIGGERED EARTHQUAKES IN PORTFOLIO RISK ASSESSMENTS N. Shome, D. Fitzenz, J. Woessner, M. Rahnama | |||||||
10:55 - 11:05 | DEVELOPING A CAT-BOND COVERAGE SCHEME AGAINST SEISMIC RISK FOR THE ITALIAN RESIDENTIAL BUILDINGS L. Hofer, M.A. Zanini, P. Gardoni | |||||||
11:05 - 11:15 | EARTHQUAKE-TSUNAMI INSURANCE RISK EXPOSURE ESTIMATION FOR THE DISTRICT OF TOFINO, BRITISH COLUMBIA K. Goda | |||||||
11:15 - 11:25 | FORWARD-LOOKING EARTHQUAKE RISK MODELING: RECENT ADVANCES AND PERSPECTIVES C. Galasso | |||||||
11:25 - 11:35 | INVESTIGATING AFTERSHOCK-INDUCED EARTHQUAKE LOSSES S. Iacoletti, U. Tomassetti, A. Tsioulou, I. Dima-West | |||||||
11:35 - 11:45 | REASSESSMENT OF THE 1943 TOTTORI EARTHQUAKE, JAPAN, BASED ON NK VALUES H. Nakai, M. Sakamoto, T. Hirai |
TUESDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR13 - ECONOMIC LOSS IN SEISMIC AREAS: FROM EMPIRICAL DATA TO PRESCRIPTIVE GUIDANCE FOR MITIGATION | Convenors: C. Del Vecchio, G. O’Reilly, M. Di Ludovico | ||||||||
10:30 - 10:40 | IMPLEMENTING A KNOWLEDGE-BASED SEISMIC RISK ASSESSMENT APPROACH FOR AN EXISTING SCHOOL IN ITALY L. Pedone, S. Bianchi, G. Zampella, C. Del Vecchio, M. Di Ludovico, S. Pampanin | |||||||
10:40 - 10:50 | QUANTIFYING THE IMPACT OF DEEP SEDIMENTARY BASINS ON POST-EARTHQUAKE RECOVERY TIMES OF BUILDINGS P. Kourehpaz, C. Molina Hutt | |||||||
10:50 - 11:00 | EAL ON AN URM STRUCTURE RETROFITTED WITH THE STEEL DRY ANTI-SEISMIC COAT RESISTO 5.9 TUBE A. Rossi, A. Dallari | |||||||
11:00 - 11:10 | RECONSTRUCTION PROCESS IN UMBRIA REGION AFTER 2016 CENTRAL ITALY SEISMIC SEQUENCE R. Sisti, G. De Martino, M. Modesti, G. Fagotti, S. Nodessi, E. Speranzini, A. Prota, E. Speranza, M. Di Ludovico | |||||||
11:10 - 11:20 | THE RISK OF EARTHQUAKE-TRIGGERED LANDSLIDES IN QUICK CLAY REGIONS OF EASTERN CANADA V. Rashidian, K. Afshari, A. Nasseri | |||||||
11:20 - 11:30 | SEISMIC LOSS ASSESSMENT CONSIDERING LOW-DAMAGE REPAIR OF NON-STRUCTURAL COMPONENTS M.J. Fox, T.Z. Yeow, G.J. O Reilly | |||||||
MONITOR 2 | ||||||||
BCI5 - LARGE-SCALE SIMULATIONS FOR VULNERABILITY AND RESILIENCE ANALYSES OF CRITICAL INFRASTRUCTURES | Convenors: G.P. Cimellaro, X. Lu, M. Bruneau | ||||||||
10:30 - 10:39 | A PROPOSAL OF SAFETY EVALUATION METHOD FOR STEEL PIPE SHEET PILE FOUNDATIONS AGAINST DISCREPANCY S. Hattori, H. Sugiyama, M. Shinohara, K. Iwahara, t. Toyoshima, I. Gokan, A. Sone, K. Sugihara | |||||||
10:39 - 10:48 | DYNAMIC SENSITIVITY ANALYSIS FOR NONLINEAR SEISMIC BEHAVIORS OF A CABLE-STAYED BRIDGE K. Sagara, G. Shoji | |||||||
10:48 - 10:57 | APPLIED ELEMENT METHOD FOR SEISMIC EVALUATION OF MULTIPLE SPANS OF EXISTING PRESTRESSED BRIDGE E. De Iuliis, A.A. Khalil | |||||||
10:57 - 11:06 | GUIDELINES FOR THE EVALUATION OF ROAD BRIDGES IN A POST-EARTHQUAKE EMERGENCY SITUATION D. Davi | |||||||
11:06 - 11:15 | INFLUENCE OF SEISMIC DESIGN CRITERIA ON BRIDGE REPAIR COSTS E. Amaya, H. Santa María, H. Rojas | |||||||
11:15 - 11:24 | PRIORITIZING SEISMIC RETROFIT OF BRIDGES: A HYBRID MULTI-CRITERIA DECISION-MAKING APPROACH INCORPORA H. Rojas Asuero, E. Amaya, H. Santa María | |||||||
11:24 - 11:33 | OPTIMAL INTENSITY MEASURE AND FRAGILITY ANALYSIS OF BRIDGES UNDER LONG-DURATION GROUND MOTIONS A. Mohammadgholipour, A.M. Billah | |||||||
11:33 - 11:42 | SEISMIC PERFORMANCE OF A 1000M NOVEL STEEL-UHPC ARCH TRUSS BRIDGE UNDER NON-UNIFORM EXCITATIONS S. Wu, X. Zhao, X. Shao | |||||||
11:42 - 11:51 | THE GIRI: MEASURING INFRASTRUCTURE DISASTER RISK RESILIENCE AND MONITORING AT THE GLOBAL LEVEL M.C. Marulanda, G.A. Bernal, P.M. Marulanda, M.L. Carreno, O.D. Cardona | |||||||
MONITOR 3 | ||||||||
BCI5 - LARGE-SCALE SIMULATIONS FOR VULNERABILITY AND RESILIENCE ANALYSES OF CRITICAL INFRASTRUCTURES | Convenors: G.P. Cimellaro, X. Lu, M. Bruneau | ||||||||
10:30 - 10:39 | RESILIENCE OPTIMIZATION IN WATER DISTRIBUTION NETWORKS: LARGE-SCALE SIMULATION AND RECOVERY PLANING O. Kammouh, G. Cimellaro | |||||||
10:39 - 10:48 | RESPONSE ANALYSIS OF FAULT-CROSSING WATER SUPPLY PIPELINE IN TURKEY EARTHQUAKES A. Liu, X. Fan | |||||||
10:48 - 10:57 | SEISMIC RISK ASSESSMENT OF ROADS IN A CONTEXT OF CRISIS MANAGEMENT: THE SISMET METHOD D. Davi | |||||||
10:57 - 11:06 | SEISMIC TRAFFIC ANALYSIS OF ROAD NETWORKS: AN ITALIAN PERSPECTIVE A. Rasulo, S. Nardoianni, A. Evangelisti, M. D Apuzzo, M. Imbimbo | |||||||
11:06 - 11:15 | SIMULATION ON POST-EARTHQUAKE ACCESSIBILITY OF ROAD NETWORK CONSIDERING FALLING DEBRIS OF BUILDINGS X. Lin, Z. Chen, C. Song, J. Zhong | |||||||
11:15 - 11:24 | SEISMIC VULNERABILITY AND RESILIENCE OF LARGE-SCALE TELECOMMUNICATION NETWORKS A. Cardoni, R. Tarantini, A. Calidori, G.P. Cimellaro | |||||||
11:24 - 11:33 | EXPERIMENTAL STUDY ON DYNAMIC INTERACTION BETWEEN A LARGE U-SHAPE AQUEDUCT AND WATER H. Wang, C. Li, L. Zhao | |||||||
11:33 - 11:42 | STUDY ON SEISMIC VULNERABILITY OF UHV CONVERTER TRANSFORMER Z. Zhu, Y. Cheng, Z. Lu, Z. Liu, H. Wang, S. Lin, Y. Xue | |||||||
11:42 - 11:51 | A SIMULATION MODEL TO ASSESS THE EARTHQUAKE-INDUCED DAMAGE AND SOCIAL LOSS OF URBAN COMMUNITIES H. Zamani Nouri, A. Cardoni, G.P. Cimellaro | |||||||
MONITOR 4 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | PARAMETERS AFFECTING BEHAVIOUR AND MODE OF FAILURE OF RC SHEAR WALLS C.B. Ajay Mani Teja, R. Goswami | |||||||
10:40 - 10:50 | REPARABILITY LIMITS FOR EARTHQUAKE-DAMAGED RC WALLS WITH UNCONFINED BOUNDARIES E. Chacón-Valero, M. Hube, H. Santa Maria | |||||||
10:50 - 11:00 | SEISMIC BEHAVIOR OF A SCALED 7-STORY BUILDING MODEL WITH LOW-DUCTILITY REINFORCED CONCRETE WALLS C. Zavala, M. Diaz, R. Reyna, J. Cueva, A. Otero, L. Lopez, S. Isuhuaylas, R. Noa | |||||||
11:00 - 11:10 | DRIFT CHARACTERISTICS OF NON- AND LIMITED-DUCTILE CONCRETE SHEAR WALLS REINFORCED WITH DIFFERENT LAYERS OF STEEL S.M. Ghaseminia, T. Zahra, D.P. Thambiratnam, J. Thamboo | |||||||
11:10 - 11:20 | INFLUENCE OF LONGITUDINAL REINFORCEMENT RATIO ON SEISMIC FAILURE MODES OF SLENDER RC STRUCTURAL WALL S. Rajbanshi, K. Dasgupta | |||||||
11:20 - 11:30 | STRAIN-BASED DAMAGE CLASSIFICATION OF SLENDER RC SHEAR WALLS S.R.R. Sanapureddy, S. Shiradhonkar | |||||||
11:30 - 11:40 | NONLINEAR RESPONSE OF REINFORCED LIGHTWEIGHT CONCRETE SQUAT WALLS K. Patiño, H. Santa María, R. Jünemann | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | OVERVIEW AND BLIND PREDICTION FROM SHAKE TABLE TESTS OF TWO LARGE-SCALE RC U-SHAPED CORE WALLS R. Hoult, J.P.d. Almeida, A. Correia | |||||||
10:40 - 10:50 | SEISMIC ANALYSIS OF RC U-WALLS FOR A BLIND PREDICTION COMPETITION M. Mavros, J. Murcia-Delso, M. Panagiotou, I. Koutromanos | |||||||
10:50 - 11:00 | CALIBRATION OF ANALYTICAL MODELS FOR REINFORCED CONCRETE COUPLING BEAMS AND WALLS USING EXPERIMENTAL DATA J. Dragovich, S. Abdullah, K. Kolozvari, A. Lepage | |||||||
11:00 - 11:10 | A COMPARATIVE STUDY OF NUMERICAL MODELING APPROACHES FOR SIMULATING INELASTIC BEHAVIOR OF RC WALLS S. Zhang, H. Peng, J. Chen, Z. Wang, J. Zhang | |||||||
11:10 - 11:20 | BLIND PREDICTION OF CYCLIC RESPONSE OF RC U-SHAPED CORE WALLS SUBJECTED TO FLEXURE AND TORSION A. Janevski, T. Isakovic | |||||||
11:20 - 11:30 | NUMERICAL MODELLING OF U-SHAPED RC WALLS USING THE APPLIED ELEMENT METHOD (AEM) A. Orgnoni, R. Pinho | |||||||
11:30 - 11:40 | ANALYTICAL VULNERABILITY MODEL TO EVALUATE RC WALL DAMAGES AFTER RECENT EARTHQUAKES IN SOUTH ICELAND C.Y. Tsai, B. Bessason, R. Rupakhety | |||||||
11:40 - 11:50 | ESTIMATION OF THE CYCLIC RESPONSE OF TWO U-SHAPED WALLS UNDER PURE FLEXURE AND PURE TORSION WITH FEA F. Dameh, S. Pantazopoulou | |||||||
MONITOR 6 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | RC WALL SHEAR DESIGN J. Wallace, M. Rojas Leon | |||||||
10:40 - 10:50 | SHEAR-FRICTION STRENGGTH OF RC STRUCTURAL WALLS S. Abdullah, J. Wallace, W. Ghannoum, G. Hagen, M. Talaat, L. Lowes | |||||||
10:50 - 11:00 | CHALLENGES IN NONLINEAR MODELING OF CONCRETE SHEAR WALLS INCORPORATING EMERGING MATERIALS D. Palermo, A. Martins-Robalino | |||||||
11:00 - 11:10 | NONLINEAR FINITE ELEMENT MODELING OF RC STRUCTURAL WALLS UNDER GENERALIZED LOADING CONDITIONS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
11:10 - 11:20 | EFFECTS OF THE EFFECTIVE WIDTH OF SLABS ON THE SEISMIC RESPONSE OF CANTILEVER RC WALLS T. Isakovic, A. Janevski | |||||||
11:20 - 11:30 | CHALLENGES IN TRAINING STRUCTURAL COMPONENT MODELS AND A FRAMEWORK TO OVERCOME THEM: ASSESSMENT OF REINFORCED CONCRETE WALL SHEAR STRENGTH M. Rojas-Leon, S. Abdullah, K. Kolozvari, J. Wallace | |||||||
11:30 - 11:40 | EXPECTED SHEAR FORCE FOR SEISMIC DESIGN OF REINFORCED CONCRETE WALLS J. Grandón, M. Hube | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | PRELIMINARY SEISMIC ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION EFFECTS OF A COMPLEX MASONRY TOWER E. Romero-Sanchez, M.V. Requena-Garcia-Cruz, A. Morales-Esteban | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION ON THE SEISMIC PERFORMANCE OF WELL-CONFINED RC COLUMNS D.H. Lee | |||||||
10:48 - 10:57 | SEISMIC PERFORMANCE ANALYSIS OF PRESTRESSED CONCRETE CYLINDER PIPE STRENGTHENED BY EXTERNALLY STRAND L. Zhao, H. Wang, C. Li, H. Zhong, Z. Li | |||||||
10:57 - 11:06 | EXPERIMENTAL STUDY ON PILE CAP CONNECTED TO SC PILE USING ANCHORING BARS S. Koume, S. Kishida, K. Ishikawa | |||||||
11:06 - 11:15 | EXPERIMENTAL STUDY ON ANCHORAGE CAPACITY OF HEADED REINFORCEMENT BARS EMBEDDED IN ROOF EXTERIOR BEAM T. Matsui, H. Hhsuni, Y. Sanada, J. Sakuta, T. Kiyohara, Y. Kim, T. Adachi | |||||||
11:15 - 11:24 | NON-CONTACT LAP SPLICES WITH ULTRA-HIGH PERFORMANCE CONCRETE FOR EARTHQUAKE RESISTANT BUILDINGS G. Apostolakis, K. Mackie, T. Wang | |||||||
11:24 - 11:33 | TESTS ON RESIDUAL SEISMIC CAPACITY OF RC BEAM-COLUMN JOINTS DAMAGED WITH JOINT-HINGING FAILURE F. Kusuhara | |||||||
11:33 - 11:42 | STUDY ON DYNAMIC FRACTURE BEHAVIOR OF MASS CONCRETE BY DIRECT TENSION TEST H. Zhong, Y. Zhang, Z. Li, C. Li, H. Wang, L. Zhao | |||||||
11:42 - 11:51 | PRESERVING A LANDMARK: REINFORCEMENT, REHABILITATION, AND RESTORATION OF THE CATHEDRAL OF MANIZALES O.D. Cardona | |||||||
MONITOR 8 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | EMPIRICAL RELATIONSHIPS FOR MOHR-COULOMB PARAMETERS IN CONCRETE & MORTAR: APPLICATION IN MIX DESIGN S. Sharma, S. Tripathi, D. Basu | |||||||
10:39 - 10:48 | INTERIOR BEAM-COLUMN CONNECTIONS WITH DIFFERENT STRENGTH RATIO AND JOINT HOOP REINFORCEMENT RATIO N. Onishi, S. Tajiri, H. Shiohara | |||||||
10:48 - 10:57 | THE INFLUENCE OF GROUND-MOTION DURATION ON THE SEISMIC RESPONSE OF RC FRAME STRUCTURE M. Gong, Y. Zhao, Z. Zuo | |||||||
10:57 - 11:06 | RESEARCH ON THE DAMAGE EVOLUTION LAW OF FULLY GRADED CONCRETE UNDER SEISMIC RECIPROCATING LOADING C. Li, L. Zhao, H. Zhong, H. Wang | |||||||
11:06 - 11:15 | AI-BASED ALGORITHMS FOR PREDICTING SHEAR STRENGTH OF NUCLEAR CONTAINMENT BUILDINGS K. Al-Shboul, G. Almasabha | |||||||
11:15 - 11:24 | INFLUENCE OF GROUND MOTION VARIABILITY ON SEISMIC RESPONSE PARAMETERS OF AN RC WALL-FRAME BUILDING N. Sarkar, K. Dasgupta | |||||||
11:24 - 11:33 | EXPERIMENTAL VALIDATION OF RC BEAM-COLUMN JOINT DESIGNED AND DETAILED AS PER INDIAN CODE H. V, S. Reddy, S.R. Dash, G. Mondal | |||||||
11:33 - 11:42 | SEISMIC PERFORMANCE OF WALL - SLAB JOINT WITH SLAB SHEAR REINFORCEMENT S. Kannan Natarajan, G. Sivasankara Pillai, J. Krishnan Prabhakaran | |||||||
11:42 - 11:51 | EFFECTS OF CLT PARTIAL WALL INSTALLATION ON THE SEISMIC PERFORMANCE OF RC MOMENT-RESISTING FRAME R. Yoon, Y. Tsuji, Y. Sanada | |||||||
MONITOR 9 | ||||||||
EXP3 - EXPERIMENTAL MECHANICS FOR EARTHQUAKE ENGINEERING: NEW TRENDS, NEW CHALLENGES | Convenors: D. Seyedi, I. Politopoulos | ||||||||
10:30 - 10:40 | DEVELOPMENT OF AN UNCONDITIONALLY STABLE SUBSTRUCTURE SHAKE TABLE TESTING METHOD H. Kakoty, C. Kolay | |||||||
10:40 - 10:47 | REAL TIME SHAKING TABLE HYBRID TESTING ON A LARGE RC FRAME A. Le Maoult | |||||||
10:47 - 10:54 | SMALL SCALE PHYSICAL MODELING OF REINFORCED CONCRETE USING 3D PRINTED STEEL REINFORCEMENT M. Elmorsy, R. Wrobel, C. Leinenbach, M. Vassiliou | |||||||
10:54 - 11:01 | A STUDY ON SOLITARY-WAVE-STRUCTURE INTERACTION USING HYDRO REAL-TIME HYBRID SIMULATION A. Seki, B. Simpson, A. Schellenbberg, P. Lomonaco | |||||||
11:01 - 11:08 | DESIGN AND CONSTRUCTION OF UNIDIRECTIONAL SEISMIC SIMULATOR N.G. Cayo Chileno, E. Chávez Jaldin, E. Ramos Silvestre, J.H. Aquino Rocha, S. Rocha Ferreira | |||||||
11:08 - 11:15 | PHYSICAL MODELS FOR SHAKE TABLE TESTING: SCALING CONSTRAINTS AND CHALLENGES A. Bogdanovic, Z. Rakicevic | |||||||
11:15 - 11:22 | IN-SITU ASSESSMENT OF EXISTING BUILDINGS SEISMIC BEHAVIOR USING HIGH AMPLITUDE FORCED OSCILLATIONS A. de la Foye | |||||||
11:22 - 11:29 | OPTICAL DETECTION OF MECHANICAL VIBRATION S. Castellaro | |||||||
11:29 - 11:36 | SHAKE TABLE ASSESSMENT OF SOIL STRUCTURE INTERACTION IN BUILDINGS WITH VARIED PILE CONFIGURATIONS M. Nazari, M. Ansari, A. Komak Panah | |||||||
11:36 - 11:43 | DIGITAL IMAGE PROCESSING FOR A MULTIPOINT 2D DISPLACEMENT MEASUREMENT SYSTEM IN STRUCTURAL MODELS S. Isuhuaylas, M. Diaz, I. Inocente, E. Guizado, C. Zavala, L. Lopez, J. Jaramillo | |||||||
MONITOR 10 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
10:30 - 10:40 | SITE CLASSIFICATION AND SITE COEFFICIENTS FOR 1D AND 2D SHALLOW SOIL SITES J. Park, H. Park, D. Kim | |||||||
10:40 - 10:50 | USE OF AMBIANT NOISE FOR BETTER ASSESMENT OF DYNAMIC PARAMETERS AND EVALUATION OF VALLEY EFFECT M. Verret, M. Karray | |||||||
10:50 - 11:00 | STUDY OF VALLEY EFFECTS IN GÖKSUN DISTRICT (TÜRKIYE) DURING THE 6TH FEBRUARY EARTHQUAKES T.O. Gul, E. Karakan, A. Sezer, A. Chiaradonna, C. Kincal, M. Karray, G. Lanzo, P. Monaco | |||||||
11:00 - 11:10 | ASSESSMENT OF BUILDING DAMAGE IN GÖLBASI CITY AFTER THE 6TH OF FEBRUARY 2023 TÜRKIYE EARTHQUAKES M. Pulsoni, L. Fiorini, L. Saganeiti, A. Chiaradonna, A. Sezer | |||||||
11:10 - 11:20 | ENHANSING EARTH DAM SEISMIC PERFORMANCE ASSESSMENT WITH ENERGY-BASED APPROACH S. Amirpour, N. Ghlamallah, M. Karray | |||||||
11:20 - 11:30 | SEISMIC MICROZONATION STUDIES BY USING THE EQUIVALENT LINEAR APPROACH (L'AQUILA, CENTRAL ITALY) M. Tallini, E. Morana, V. Guerriero | |||||||
11:30 - 11:40 | STIFFNESS MATRIX BEM CALCULATION FOR SOIL STRUCTURE INTERACTION IN FE R. Zona, S. Palladino, L. Esposito, H. Imani, V. Minutolo | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
10:30 - 10:40 | NOVEL COMBINED ISOLATION SYSTEM FOR SEISMIC PROTECTION OF LIQUID STORAGE TANKS Z.a. Tang, H. Luo, H.P. Zhu | |||||||
10:40 - 10:50 | ULTIMATE SCENARIO EVALUATION OF BASE-ISOLATED BUILDINGS SUBJECTED TO FLOODING DISASTER AND SEISMIC INPUT BASED ON STRUCTURE-FLUID INTERACTION ANALYSIS K. Fujita, T. Kimura | |||||||
10:50 - 11:00 | RESILIENCE-BASED RETROFITTING OF RC FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION X. Wang, L. Xie | |||||||
11:00 - 11:10 | SEISMIC FRAGILITY ANALYSIS OF FIXED AND ISOLATED BASE MULTI-STORY BUILDINGS STRUCTURE IN INDONESIA F. Sulthan, M. Seki, H. Nakagawa, Y. Otsuka | |||||||
11:10 - 11:20 | NEGATIVE STIFFNESS DEVICE TO PROTECT BRIDGES FROM MULTI-HAZARD LOADS OF TSUNAMI AND EARTHQUAKE N. Attary, S. Nagarajaiah | |||||||
11:20 - 11:30 | SEISMIC PERFORMANCE ASSESSMENT OF HIGHWAY VIADUCTS EQUIPPED WITH LAMINATED RUBBER BEARINGS V.G.P. Mehta, H. Katsuchi, Y. Fujino | |||||||
11:30 - 11:40 | SEISMIC PERFORMANCE ENHANCEMENT OF IRREGULAR PLAN BUILDINGS USING BASE ISOLATION TECHNIQUES A. Kumar, A. Menon, A. Meher Prasad | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
10:30 - 10:40 | SEISMIC PERFORMANCE OF INDOOR SUBSTATION RC FRAMES ISOLATED BY COMBINED BASE ISOLATION SYSTEM C. Yin, X. Song, T. Song, X. Gu, X. Xiao | |||||||
10:40 - 10:50 | SEISMIC PERFORMANCE OF KOREAN HISTORICAL DAMAGE CONCENTRATED STRUCTURAL SYSTEM S.H. Oh, D.H. Yoo, S.M. Park | |||||||
10:50 - 11:00 | SEISMIC RESPONSE AND ISOLATION DESIGN OF SERIES COMPENSATION PLATFORM SUPPORTED BY INSULATORS G. Shi, Q. Xie | |||||||
11:00 - 11:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION FOR RESILIENT PERFORMANCE X. Wang, L. Xie | |||||||
11:10 - 11:20 | SEISMICALLY ISOLATED BUILDING RESPONSE UNDER FAR FAULT 2016 EARTHQUAKE IN CENTRAL ITALY A. Salvatori | |||||||
11:20 - 11:30 | STUDY ON THE SAFETY BASED ON THE MECHANISM OF EXPANSION JOINTS USED FOR SEISMIC ISOLATED BUILDINGS N. Kondo, J. Kawaguchi, A. Nakamura, T. Tsujikawa | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
10:30 - 10:40 | NON-INVASIVE REINFORCEMENT OF A HERITAGE BUILDING IN GUADALAJARA WITH SPRING TUNED MASS V.R. Ramirez Marquez | |||||||
10:40 - 10:50 | RESIDUAL RESPONSE OF STEEL MOMENT FRAMES EQUIPPED WITH TADAS YIELDING DEVICES FOR SEISMIC LOADING O. Saygili, S. Moghimi, S. Manie, I. Lotfy | |||||||
10:50 - 11:00 | SEISMIC RETROFITTING OF THE BELLAVISTA CONDOMINIUM - SULMONA (AQ) L. De Flaviis, S. Cristini, G. Giacomin, F. Tomaro, I. Marenda | |||||||
11:00 - 11:10 | SEISMIC PERFORMANCE EVALUATION OF AN IRREGULAR AND SLENDER SKYSCRAPER UTILIZING STIFF DAMPERS M. Pantoja, G. Bozzo, R. Alva, E. Dávalos, L. Bozzo | |||||||
11:10 - 11:20 | SEISMIC PERFORMANCE OF STEEL BRACED FRAMES BUILDINGS WITH MIXED DISSIPATIVE ENERGY ELEMENTS J.C. Gonzalez Blacud, A. Morales Gomez | |||||||
11:20 - 11:30 | SEISMIC VIBRATION CONTROL BY DEEP TANK WITH SUBMERGED PLATE PENDULUM AND CYLINDRICAL PENDULUM T. Konar, A. Dey Ghosh | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY REDUCTION OF A SOFT GROUND-STORY RC BUILDING WITH OPEN-CORE BRBS P.J. Das, S.K. Deb | |||||||
11:40 - 11:50 | SHORT HORIZON ACCELERATION-PREDICTIVE CONTROL FOR THE APPLICATION OF SEMI-ACTIVE CONTROL SYSTEMS A. Shmerling | |||||||
MONITOR 14 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
10:30 - 10:40 | SURVEY OF AGING FOR LEAD RUBBER BEARINGS OF A BASE-ISOLATED BUILDING COMPLETED 36 YEARS AGO K. Nagahiro, T. Wake, M. Miyazaki | |||||||
10:40 - 10:50 | TLCGD TO MITIGATE THE STRUCTURAL RESPONSE OF HAWT UNDER WIND AND EARTHQUAKE LOADS C.A. Riascos Gonzalez, E. Sorge, N. Caterino | |||||||
10:50 - 11:00 | TUNED LIQUID DAMPERS FOR VIBRATION CONTROL OF MULTI-STOREYED BUILDING STRUCTURES A. Samanta, A. Kumar | |||||||
11:00 - 11:10 | USE OF PASSIVE DEVICES TO MITIGATE IMPACT OF LIQUEFACTION AND LATERAL SPREADING IN MARINE PLATFORMS R.J. Mendoza, D. Feng | |||||||
11:10 - 11:20 | UTILITY AND DESIGN METHOD OF VISCOUS AND VARIABLE INERTER MASS DAMPER WITH BUFFER SPRING M. Ikenaga, K. Uchihara, T. Takechi | |||||||
11:20 - 11:30 | VERTICAL SEISMIC EFFECTS ON DESIGN & STABILITY: TUNED MASS DAMPER-RIGID BLOCK SYSTEM. E.P. Duque Yaguache, J.A. Inaudi | |||||||
11:30 - 11:40 | VERTICALLY INSTALLED TUNED VISCOUS MASS DAMPERS FOR INELASTIC REINFORCED CONCRETE HIGH-RISE BUILDING H. Kanno, R. Ota, N. Inoue, K. Ikago, T. Nakamura, N. Takahashi | |||||||
MONITOR 15 | ||||||||
RES1 - ADVANCED ASSESSMENTS OF THE SEISMIC RESILIENCE OF INFRASTRUCTURES | Convenors: D. Forcellini, H. Karampour, A. Thamboo | ||||||||
10:30 - 10:40 | FRAGILITY CALCULATION OF STEEL TRUSS RADIO TOWERS USING NONLINEAR ANALYSIS TECHNIQUES B. Tayba, M. Hachem, B. Abdo, Y. Hachem | |||||||
10:40 - 10:50 | STUDY OF REGIONAL DISASTER PREVENTION TOOLS BASED ON THE ROLE OF URBAN HIGHWAYS S. Yotsui, Y. Jin, T. Ite, K. Izuno | |||||||
10:50 - 11:00 | INFLUENCE OF UNCERTAINTIES IN REPAIR TIME ON THE EVALUATION OF SEISMIC RESILIENCE OF COMMUNITIES C. Srivastava, M. Raghunandan | |||||||
11:00 - 11:10 | IMPROVING THE RESILIENCE OF MILAN MALPENSA AIRPORT (ITALY) AGAINST NATURAL HAZARDS F. Bozzoni, M. Corradi, F. Dacarro, F. Germagnoli, E. Gervasini, A. Orlando | |||||||
11:10 - 11:20 | QUANTIFICATION OF EFFECTS OF GROUND SHAKING ON BURIED GAS TRANSMISSION PIPELINES Y. Peng, X. Guan, Y. Bozorgnia, D. Honegger, E. Seylabi, D. McCallen | |||||||
11:20 - 11:30 | SEISMIC FRAGILITY OF BURIED PIPES SUBJECT TO PEAK GROUND VELOCITY AND SURFACE FAULT DISPLACEMENT R. Okano, G. Shoji | |||||||
11:30 - 11:40 | SEISMIC PHYSICAL RESILIENCE-ORIENTED PERFORMANCE OF POWER GRIDS M. Ghafory-Ashtiany, M. Arghavani | |||||||
11:40 - 11:50 | RESILIENCE-BASED SPECTRA FOR OPTIMAL SEISMIC DESIGN OF BUILDINGS C. Gonzalez, M. Niño, A. Ayala | |||||||
MONITOR 16 | ||||||||
RES1 - ADVANCED ASSESSMENTS OF THE SEISMIC RESILIENCE OF INFRASTRUCTURES | Convenors: D. Forcellini, H. Karampour, A. Thamboo | ||||||||
10:30 - 10:40 | SEISMIC RESILIENCE ASSESSMENT OF BUILDINGS BASED ON QUANTIFICATION OF TIME-VARYING BUILDING FUNCTION H.J. Jiang, H.F. Bo | |||||||
10:40 - 10:50 | A HYBRID METHOD FOR SEISMIC FRAGILITY OF RC SHEAR WALL STRUCTURE BASED ON BAYESIAN UPDATING N. Li, J. Ma, L. Zhang, H. Gao | |||||||
10:50 - 11:00 | REGIONAL SEISMIC LOSS ASSESSMENT OF SCHHOL BUILDINGS SUBDIVIDED INTO SYSTEM MODULES H. Chang, S. Hahn, S. Kim, M. Jeong, J. Kim | |||||||
11:00 - 11:10 | ASSESSING THE SEISMIC RESILIENCE OF LIGHTLY REINFORCED CORRODED COLUMNS: AN EXPERIMENTAL AND NUMERICAL STUDY S.N. Amini, A.S. Rajput | |||||||
11:10 - 11:20 | SIMULATION TO REPRODUCE THE STRUCTURAL DAMAGE IN FUKAE AREA DURING 1995 KOBE EARTHQUAKE M. Hattori, S. Taniguchi, T. Sato, Y. Soga, Y. Sumi, K. Magoshi, M. Nakamura | |||||||
11:20 - 11:30 | STUDY ON SEISMIC RESILIENCE ASSESSMENT OF BUILDINGS BASED ON QUANTIFICATION OF TIME-VARYING BUILDING H.J. Jiang, H.F. Bo | |||||||
11:30 - 11:40 | SEISMIC RESILIENCE EVALUATION AND POST-EARTHQUAKE REPAIR STRATEGY FOR UHV CONVERTER STATIONS X. Liu, Q. Xie | |||||||
11:40 - 11:50 | MAPPING SEISMIC VULNERABILITY & ASSESSING RESILIENCE OF PORTUGUESE COMMUNITIES & INFRASTRUCTURES S.M. Rezvani, M.J. Falcão Silva, N. Marques de Almeida | |||||||
MONITOR 17 | ||||||||
SDM1 - RECENT ADVANCES AND DEVELOPMENTS IN ENERGY-BASED SEISMIC DESIGN | Convenors: A. Benavent-Climent, H. Sucuoglu, F. Mollaioli | ||||||||
10:30 - 10:39 | DESIGN METHOD BASED ON CONTROL OF LOCAL DISPLACEMENTS, DISSIPATED ENERGY AND DAMAGE DISTRIBUTION J.A. Lagunas, A.G. Ayala, J.J. Gutiérrez Trejo | |||||||
10:39 - 10:48 | ENERGY-BASED COMPARATIVE ANALYSIS OF DISSIPATIVE DEVICES FOR A STEEL FRAME COUPLED TO A ROCKING WALL M. De Angelis, G. Angelucci, G. Quaranta | |||||||
10:48 - 10:57 | ENERGY-BASED SEQUENTIAL CLOUD ANALYSIS FOR CONSIDERING DAMAGE ACCUMULATION DUE TO AFTERSHOCKS H. Ebrahimian, F. Jalayer, G. Angelucci, F. Mollaioli | |||||||
10:57 - 11:06 | EVALUATION FOR RESIDUAL DEFORMATION OF TRILINEAR STRUCTURAL SYSTEMS BASED ON ENERGY CONSERVATION X. Chen, H. Tagawa | |||||||
11:06 - 11:15 | EVALUATION OF ENERGY-BASED PARAMETERS REGARDING SEQUENTIAL EARTHQUAKES M.A. Erberik, F. Gokmen | |||||||
11:15 - 11:24 | PERFORMANCE-BASED PLASTIC DESIGN OF RC SHEAR WALL STRENGTHENED NON-DUCTILE SOFT STORY FRAMES M. Abhilash, R.M. Oinam, B. Balakrishnan | |||||||
11:24 - 11:33 | SEISMIC RETROFITTING OF A FRAMED REINFORCED CONCRETE STRUCTURE WITH NOVEL HYBRID ENERGY DISSIPATION R. Chtcot-Brito, J. Arcos-Espada, H. Ponce-Parra, D. Escolano-Margarit, A. Benavent-Climent | |||||||
11:33 - 11:42 | VIBRATION CONTROL STRUCTURE UTILIZING TORSIONAL VIBRATION H. Kurino, T. Nakai | |||||||
11:42 - 11:51 | COMBINED GLOBAL DAMAGE INDEX FOR 3D REINFORCED CONCRETE FRAME USING RECORDED FLOOR-DISPLACEMENT DATA S. Naskar, S. Das, H. Kaushik | |||||||
MONITOR 18 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | EQUIVALENT DAMPING RATIO FOR TRILINEAR CURVES OF RC FRAMES UNDER MAINSHOCK-AFTERSHOCK SEQUENCES J. Cueva, K. Kusunoki, H. Suwada, M. Diaz, C. Zavala | |||||||
10:43 - 10:53 | SEISMIC FRAGILITY ANALYSIS OF A MULTISPAN SIMPLY SUPPORTED BRIDGE F. Saitta, C. Mariani, F. Perotti, I. Roselli | |||||||
10:53 - 11:03 | ENHANCING SEISMIC ANALYSIS FOR RC BUILDING WITH DETAILED FE MODEL & INVESTIGATION OF ROCKING MOTION N. Morita, Y. Mizushima | |||||||
11:03 - 11:13 | APPROXIMATE INCREMENTAL DYNAMIC ANALYSIS OF MASONRY INFILLED FRAMES WITH AN OPEN FIRST FLOOR K. Todorov, N. Postolov, R. Volcev, L. Taravari | |||||||
11:13 - 11:23 | COMPARATIVE EXPERIMENTAL AND NUMERICAL STUDY OF ADDED FLOORS ON EXISTING RC STRUCTURES T. Zafirov, V. Hristovski, A. Janevski | |||||||
11:23 - 11:33 | MULTIMODE PUSHOVER ANALYSIS OF UNBRACED RACKING SYSTEMS V.K. Golla, O. Bové, E. Oliver-Saiz, j. López-Almansa, F. López-Almansa | |||||||
11:33 - 11:43 | SEISMIC PERFORMANCE OF ADJACENT BUILDINGS IN AGGREGATES OF ZAGREB DOWNTOWN USING FE MODELLING M. Banicek, M. Uros, P. Gidak, M. Demsic, M. Savor Novak, J. Atalic, A. Pilipovic, R. Jevtic Rundek | |||||||
11:43 - 11:45 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: A. Meoni | ||||||||
10:30 - 10:40 | FIRST STRUCTURAL HEALTH MONITORING SYSTEM USED IN REHABILITATED BUILDING WITH DAMPERS IN GUATEMALA J. Campo, S. De Paz, R. Torres | |||||||
10:40 - 10:50 | SEISMIC RESPONSE AND DAMAGE ESTIMATION USING BAYESIAN STOCHASTIC FILTERING METHODS K. Erazo | |||||||
10:50 - 11:00 | A METHOD FOR THE IN-SITU OUT-OF-PLANE CHARACTERIZATION OF MASONRY INFILL WALLS BASED ON AUDIO WAVES F. Dacarro, D. Bolognini, L. Grottoli, M. Kurukulasuriya, R. Milanesi, P. Morandi | |||||||
11:00 - 11:10 | IDENTIFICATION OF THE PRIMARY STRUCTURE OF BUILDINGS EQUIPPED WITH TUNED MASS DAMPERS E. Cortes, C. Cruz | |||||||
11:10 - 11:20 | DAMAGE EVALUATION BY AE METHOD AFTER LOADING EARTHQUAKE-SIMULATED WAVEFORMS ON LAMINATED RUBBER BEAR R. Murota, Y. Kawasaki, K. Inoue | |||||||
11:20 - 11:30 | DAMAGE CLASSIFIER FOR WOODEN BUILDINGS BASED ON HYSTERESIS LOOP IMAGES USING CNN S. Chiba, M. Kohiyama, T. Yamashita | |||||||
11:30 - 11:40 | FORCED VIBRATION TESTING VERIFICATION OF THE STRUCTURAL HEALTH MONITORING OF UNIVERSITY BUILDINGS C. McDaniel, P. Laursen | |||||||
11:40 - 11:50 | INFLUENCE OF MODELING ERRORS ON NONLINEAR INPUT-STATE ESTIMATION VIA FE-AIDED KALMAN FILTER L. Caglio, H. Stang, E. Katsanos | |||||||
MONITOR 20 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: S. Bianchi | ||||||||
10:30 - 10:40 | MODAL DECOMPOSITION BASED RAPID POST-EARTHQUAKE RESPONSE ASSESSMENT SYSTEM S.M. Ziauddin, P. Warnitchai | |||||||
10:40 - 10:50 | VALIDATION OF ARX MODELS FOR DAMAGE ASSESSMENT OF RESIDENTIAL BUILDINGS DURING SEISMIC EVENTS A. Romanazzi, G. Salamida, N. Buratti | |||||||
10:50 - 11:00 | PATH-DEPENDENT VARIATION OF EARTHQUAKE ENERGY IN THE HIMALAYAN AND THE HINDU KUSH REGION T. Niharika, P.K. Ramancharla | |||||||
11:00 - 11:10 | PREDICTED AND RECORDED GROUND-BORNE VIBRATIONS INDUCED BY THE OPERATION OF TWO SHAKING TABLES Z. Zhang, R. De Risi, M. Dietz, D. Karamitros, D. Williams, T. Horseman, G. Mylonakis, A. Crewe, A. Sextos | |||||||
11:10 - 11:20 | PHYSICAL PARAMETER ESTIMATION OF 10-STORY STEEL-FRAMED BUILDING TESTED AT E-DEFENSE A. Kishida, J. Fujiwara, K. Kajiwara, R. Nishi, R. Enokida | |||||||
11:20 - 11:30 | POST EVENT TIME SYNCHRONIZATION TECHNIQUE USING MULTI-POINT SMART DEVICE'S ACCELERATION RECORDS S. Naito, K. Hayashi | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY OF ORIHUELA HOSPITAL: FIELD DATA & NUMERICAL ANALYSIS A. Kharazian, A. Guardiola Villora, G. Ortuño Saez, S. Molina, J.J. Galiana-Merino, J.L. Soler Llorens, J.A. Huesca Torto, I. Gómez Doménech, D. Montiel López | |||||||
11:40 - 11:50 | STRUCTURAL PERFORMANCE EVALUATION OF AN ACTUAL STEEL GYMNASIUM BASED ON STRAIN MEASUREMENT M. Wakui, J. Iyama, Y. Shirai | |||||||
MONITOR 21 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THE MIDDLE EAST REGION B. Shentu, W. Yang, S. Shabesteri | |||||||
10:40 - 10:50 | PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THE URBAN AREAS MOST AFFECTED BY DURRES 2019 MW6.4 EVENT E. Xhafaj, K. Ma, C. Chan, J. Gao | |||||||
10:50 - 11:00 | PROBABILISTIC SEISMIC HAZARD ANALYSIS OF KATHMANDU VALLEY D. Chapagain, D.K. Maharjan, S.M. Bijukcheen | |||||||
11:00 - 11:10 | PROBABILISTIC SEISMIC HAZARD MAP OF PEAK GROUND ACCELERATION AND RESPONSE SPECTRA FOR JAPAN J. Miyakoshi, N. Morikawa, H. Fujiwara | |||||||
11:10 - 11:20 | PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN PENINSULAR INDIA USING THE ELASTIC INPUT ENERGY SPECTRA M. Yellapragada, R. Stg | |||||||
11:20 - 11:30 | QUANTIFICATION OF ROLE OF BASEMENT FOCUSING EFFECTS ON DYNAMIC RESPONSE OF STANDALONE BUILDINGS J.P. Narayan, R. Bheesma | |||||||
11:30 - 11:40 | REGIONAL AND DEPTH VARIATIONS IN SOURCE SCALING PROPERTIES FOR SUBDUCTION EARTHQUAKES Y. Guo, K. Miyakoshi, K. Irikura | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | REGIONAL EARTHQUAKE MAGNITUDE CONVERSION RELATIONS FOR PENINSULAR INDIA A. Das, D. Choudhury | |||||||
10:40 - 10:50 | REGIONAL PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF TUNISIA E. Jarraya, R. Ghanem, O. Ben Mekki, S. Montassar | |||||||
10:50 - 11:00 | SEISMIC HAZARD ANALYSIS FOR THE TDC2/TCC2 FACILITY AT CERN: A MULTIVARIATE GEOSTATISTICAL APPROACH E. Alakbarli, M. Andreini, Y. Kadi, S. La Mendola, A. Liberta, M. Guarascio | |||||||
11:00 - 11:10 | SEISMIC HAZARD ASSESSMENT FOR NORTH MACEDONIA R. Salic Makreska, Z. Milutinovic, D. Dragojevic, D. Tomic, Z. Neziri, M. Dimitrovski, J. Trajcevski | |||||||
11:10 - 11:20 | SEISMIC HAZARD ASSESSMENT OF ACTIVE FAULTS IN SICHUAN-YUNNAN AREA, CHINA USING SCENARIO EARTHQUAKES J. Liu, Y. Du | |||||||
11:20 - 11:30 | SEISMICITY OF NEPAL BASED ON EVALUATION OF EARTHQUAKE CATALOGUES S.N. Shrestha, P. Rawal, D.K. Maharjan | |||||||
11:30 - 11:40 | SEISMOGENIC ZONE DIMENSION INFLUENCE FOR THE PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN THE HIMALAYA J. Das, C. Lallawmawma, M.L. Sharma | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 23 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | SENSITIVITY ANALYSIS IN PSHA USING DIFFERENT HYBRID SOURCE MODELS (FAULTS + ZONES) IN SOUTHERN SPAIN A.F. Ornelas-Agrela, M.B. Benito, L. Quirós-Hernández, A. Rivas-Medina | |||||||
10:40 - 10:50 | SIMULATING EARTHQUAKE-INDUCED WAVE PROPAGATION WITH GPU-ACCELERATED COMPUTING J. Palacios, A. Tarrillo, K. Fujita, M. Diaz, C. Zavala, I. Inocente | |||||||
10:50 - 11:00 | SMOOTH SEISMICITY MODELS FOR SEISMIC HAZARD ASSESSMENT BASED ON VORONOI DIAGRAMS G. Daniel, P. Arroucau | |||||||
11:00 - 11:10 | STUDY ON THE OCCURRENCE RATE OF MAJOR EARTHQUAKES IN XINJIANG BASED ON TIME-DEPENDENT MODEL C. Li | |||||||
11:10 - 11:20 | SURFACE RUPTURE PROBABILITY ON DIP SLIP FAULTS: A PRELIMINARY ANALYTICAL APPROACH L. Mammarella, F. Visini, P. Boncio, S. Baize, O. Scotti, C. Beauval, B. Pace, S. Thompson | |||||||
11:20 - 11:30 | TIME-DEPENDENT SEISMIC HAZARD ASSESSMENT. A CASE STUDY FOR SOUTH-EASTERN SPAIN AND CENTRAL ITALY D. Montiel-López, S. Molina, J.J. Galiana-Merino, I. Gómez, A. Kharazian, J.L. Soler-Llorens, A. Guardiola-Villora, J.A. Huesca-Tortosa, G. Ortuño-Sáez | |||||||
11:30 - 11:40 | TOWARDS A BETTER ASSESSMENT OF THE SEISMIC HAZARD FOR GUATEMALA CITY INCLUDING DIRECTIVITY EFFECTS R. Torres, C. Frau | |||||||
11:40 - 11:50 | TOWARDS PHYSICS BASED PSHA FOR SOUTHWEST ICELAND M. Kowsari, F. Bayat, B. Halldorsson | |||||||
MONITOR 24 | ||||||||
SHR8 - APPLICATION OF URGENT COMPUTING FACILITIES TO CRITICAL SEISMOLOGICAL APPLICATIONS | Convenors: V. Poggi, S. Parolai, R. Paolucci | ||||||||
10:30 - 10:40 | SEISMIC DAMAGE SCENARIOS IN URBAN AREAS FROM SOURCE-TO-SITE GROUND MOTION SIMULATIONS J. Lin, C. Smerzini | |||||||
10:40 - 10:50 | SEARCH - SEISMIC EMERGENCY ASSESSMENT AND RESPONSE COMPUTING HUB F. Mori, A. Mendicelli, G. Acunzo, C. Varone, G. Ciotoli, F. Bocchi, D. Spina, G. Naso, M. Moscatelli | |||||||
10:50 - 11:00 | NUMERICAL GENERATION OF GROUND MOTION COHERENCY FUNCTION FROM FINITE ELEMENT SIMULATIONS Y. Lee, D. Lee, Y. Lee, D. Park, H. Kim, J. Park, D. Kwak | |||||||
11:00 - 11:10 | SURFACE GROUND MOTION CHARACTERISTICS IN BEIRUT (LEBANON) INFERRED FROM 3D SEISMIC WAVE SIMULATION E. Youssef, C. Cornou, D. Youssef Abdel Massih, T. AL-Bittar | |||||||
11:10 - 11:20 | STUDY ON THE EFFECTS OF STRONG GROUND MOTION ON DAMAGE NEAR SURFACE FAULTS T. Kagawa, T. Noguchi, S. Yoshida, K. Miyakoshi | |||||||
11:20 - 11:30 | SITE AMPLIFICATION EFFECT OF IRREGULAR GROUND BASED ON SEISMIC OBSERVATION RECORDS AND FEM ANALYSIS Y. Sugiyama, K. Tanaka, K. Sakai, H. Kawanakajima | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR8 - APPLICATION OF URGENT COMPUTING FACILITIES TO CRITICAL SEISMOLOGICAL APPLICATIONS | Convenors: V. Poggi, S. Parolai, R. Paolucci | ||||||||
10:30 - 10:40 | GENERIC AMPLIFICATION FUNCTIONS FOR TAIWAN Y. Wang, Y. Chang, S. Hsu | |||||||
10:40 - 10:50 | LIQUEFACTION ANALYSIS OF THE NAKDONGGANG DELTA SEDIMENTS USING THE HYBRID GROUND MOTION SIMULATION J. Oh, S. Jeong, J. Kim | |||||||
10:50 - 11:00 | SIMPLIFIED 1D VS NUMERICAL 3D APPROACHES IN SOIL RESONANCE ASSESSMENT. WHAT CAN THE 2D CASE TELL US? S. Castellaro, G. Musinu | |||||||
11:00 - 11:10 | EQUIVALENT LINEAR SITE RESPONSE ANALYSIS FOR THE SOFIA BASIN E. Oynakov, R. Ivanov, A. Radulov, L. Pashova, M. Popova, Y. Donkova | |||||||
11:10 - 11:20 | CALCULATION MODEL AND NON-UNIFORM SEISMIC DYNAMIC RESPONSE OF CANYON SITES IN LAYERED HALF-SPACE Z. Li, H. Zhong, L.J. Zhao, C.L. Li, S.S. Guo | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
TNM3 - EARTHQUAKE-DOMINANT MULTI-HAZARD RISK AND RESILIENCE ANALYSES OF STRUCTURES AND INFRASTRUCTURE SYSTE | Convenors: E. Opabola, Y. Shen | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:49 | MULTI-HAZARD RISK ASSESSMENT FOR RIVERSIDE STRUCTURES UNDER EARTHQUAKE AND FLOOD Z. Dong, G. Li, D. Yu, H. Liu, B. Song | |||||||
10:49 - 11:03 | ACTUAL DAMAGE AND ISSUES OF WINTER EARTHQUAKE DISASTERS IN SNOWY AND COLD REGIONS OF JAPAN T. Mizuta | |||||||
11:03 - 11:17 | MULTIPLE-HAZARD ASSESSMENT OF OFFSHORE WIND TURBINES SUBJECTED TO SEA WAVE AND SEISMIC LOAD H. Wijaya, A. Anagno, P. Rajeev, M. Fragiadakis | |||||||
11:17 - 11:31 | EFFECT OF CONCRETE RESTRAINERS ON UNSEATING PREVENTION OF BRIDGES SUBJECTED TO NEAR-FAULT MOTIONS H. Gao, J. Li, X. Chen, Y. Shen | |||||||
11:31 - 11:45 | EXPERIMENTAL STUDY ON THE EFFECT OF THE BOTTOM PLATE THICKNESS IN A PIER-FOOTING SOCKET CONNECTION Y. He, Z. Zeng, Z. Wang, Y. Xu | |||||||
MONITOR 27 | ||||||||
TNM3 - EARTHQUAKE-DOMINANT MULTI-HAZARD RISK AND RESILIENCE ANALYSES OF STRUCTURES AND INFRASTRUCTURE SYSTE | Convenors: X. Wang, L. Zhou | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:49 | ASSESSMENT OF EARTHQUAKE-INDUCED LANDSLIDES USING AN INTEGRATED LANDSLIDE SIMULATION MODEL S. Vadivel, D. Vaithinathan | |||||||
10:49 - 11:03 | A HARMONISED SCALE FOR CASCADING CONSEQUENCES IN MULTI-HAZARD ANALYSIS L. Iannacone, K. Otárola, R. Gentile, C. Galasso | |||||||
11:03 - 11:17 | POST-EARTHQUAKE PERFORMANCE AND FIRE-FIGHTING CAPACITY EVALUATION OF CORRODED WATER DISTRIBUTION SYS W. Li, R.K. Mazumder, E. Bastidas-Arteaga, Y. Li | |||||||
11:17 - 11:31 | DEVELOPING AN EARLY WARNING SYSTEM BY MONITORING EARTHQUAKE-INDUCED LANDSLIDES THROUGH FIBER OPTICS A. Arslan Kelam, G. Sahin, C. Demir, Y.E. Kaya, A.K. Karabulut, B. Ural, A.E. Ozsimsir, M.K. Kockar, H. Akgun, A. Temiz | |||||||
11:31 - 11:45 | SEISMIC ANALYSIS OF WIDENED AND RECONSTRUCTED BRIDGES CONSIDERING SUBSEQUENT SERVICE LIFE Y. Xu, Z. Yang, S. Lin, H. Yan |
TUESDAY | 14:30 - 15:45 |
SPACE 1 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
14:30 - 14:55 | CRITICAL ISSUES AND POSSIBLE STRATEGIES FOR THE SEISMIC NONLINEAR MODELLING OF MASONRY BUILDINGS S. Lagomarsino | |||||||
14:55 - 15:05 | THE EF METHOD FOR PUSHOVER ANALYSES OF URM BUILDINGS: LIMITATIONS AND ADVANTAGES AFTER 30 YEARS C.F. Manzini, P. Morandi, G. Magenes | |||||||
15:05 - 15:15 | REFINED EQUIVALENT-FRAME MODELLING OF MASONRY BUILDINGS ADDRESSING USUALLY OVERLOOKED ISSUES A. Penna, S. Bracchi, M. Rota | |||||||
15:15 - 15:25 | HARMONIZATION OF THE PREDICTED POST-PEAK SEISMIC RESPONSE OF URM STRUCTURES IN FINITE ELEMENT MODELS F. Parisse, V. Buonocunto, G. Camarda, A. Di Primio, A.M. D Altri, L.C. Silva, R. Marques, G. Brandonisio, I. Caliò, G. Camata, P.B. Lourenço, G. Milani, S. de Miranda, F. Parisi, G. Magenes, S. Cattari | |||||||
15:25 - 15:35 | PRACTITIONER-ORIENTED COLLAPSED DEBRIS QUANTIFICATION OF EARTHQUAKE-DAMAGED OLD MASONRY CHURCHES L. Davis, M. Cogliano, C. Casotto, G. Grecchi, S. Ozcebe, C. Tsioli, D. Malomo | |||||||
15:35 - 15:45 | INFLUENCE OF MODELLING METHODS IN THE ASSESSMENT OF THE SEISMIC BEHAVIOUR OF MASONRY BRICK CHIMNEYS A.A. Costa, J. Pacheco de Almeida, L. Rosière, V. Lopes, J. Miranda Guedes | |||||||
SPACE 3 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
14:30 - 14:41 | RECENT ADVANCEMENTS IN THE DEVELOPMENT OF A ROCKING ISOLATION BEARING SYSTEM FOR BRIDGE STRUCTURES X. He, S. Unjoh, S. Yamazak, T. Noro | |||||||
14:41 - 14:52 | VERTICAL ISOLATION RATIO OF BASE-ISOLATED RC STRUCTURES SUBJECTED TO NEAR-FAULT EARTHQUAKES F. Mazza, A. Braile | |||||||
14:52 - 15:03 | RETROFITTING BY SEISMIC ISOLATION OF EXISTING BRIDGES: FAST PROCEDURE FOR THE PRELIMINARY DESIGN S. Cattaneo, C. Pettorruso, V. Quaglini | |||||||
15:03 - 15:14 | PERFORMANCE SPECTRA FOR HIGH-RISE BUILDINGS WITH UNCOUPLED BASE ROCKING AND SHEAR MECHANISMS F. Tong, C. Christopoulos | |||||||
15:14 - 15:25 | THE PERFORMANCE OF A ROLLING PENDULUM ISOLATION SYSTEM SUBJECT TO 3D SEISMIC EXCITATION E. Villalobos Vega, E.N. Vanderheiden, P.S. Harvey | |||||||
15:25 - 15:35 | PROPOSAL AND VERIFICATION OF COLLISION ANALYSIS METHOD USING IMPULSE EXTERNAL FORCE. H. Fukui, Y. Mukai, H. Fujitani, G. Mosqueda | |||||||
15:35 - 15:45 | SEISMIC ISOLATION AND ENERGY DISSIPATION ENABLING NEW ARCHITECTURE: THE RESILIENT DESIGN OF LACMA A. Diaz, A. Beghini, E. Long | |||||||
BROWN 1 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:41 | RELATIVE SUFFICIENCY OF INTENSITY MEASURES FOR REAL AND SPECTRAL-MATCHED GROUND MOTION RECORDS C. Cantagallo, R. De Risi, M. Terrenzi, G. Camata, E. Spacone | |||||||
14:41 - 14:51 | AN INNOVATIVE METHOD FOR SELECTING HAZARD-CONSISTENT GROUND MOTIONS B. Li, Z. Cai, Z. Duan | |||||||
14:51 - 15:01 | SEISMIC STATION INSTALLATIONS AND THEIR IMPACT ON THE RECORDED SIGNALS AND DERIVED QUANTITIES S. Castellaro, G. Musinu, G. Alessandrini | |||||||
15:01 - 15:11 | SCALING PROPERTIES OF A SOURCE FAULT MODEL WITH DC HIERARCHICAL PATCH STRUCTURE H. Goto | |||||||
15:11 - 15:26 | LINKING A UNIFORM HAZARD SPECTRUM TO AN EARTHQUAKE GROUND MOTION SCENARIO R. Paolucci, A. Chiecchio, M. Vanini | |||||||
15:26 - 15:41 | UNVEILING THE LINK BETWEEN MECHANICAL COUPLING AND GROUND MOTION FROM FUTURE MEGA EARTHQUAKES J. Crempien, V. Becerra Carreño, C. Fernández, M. Moreno | |||||||
15:41 - 15:45 | DISCUSSION | |||||||
BROWN 2 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | 3D PRINTED STEEL REINFORCEMENT FOR STRENGTHENING HISTORIC UNREINFORCED MASONRY STRUCTURES M. Mavros, N. Hadjipantelis, I. Ioannou, O. Kontovourkis | |||||||
14:45 - 14:57 | EXPERIMENTAL CHARACTERISATION OF STRENGTHENED TIMBER JOIST-CAVITY WALL CONNECTIONS O. Arslan, F. Messali, E. Smyrou, I.E. Bal, J.G. Rots | |||||||
14:57 - 15:09 | INFLUENCE OF UNCERTAINTIES ON THE COMPOUND ROCKING FAILURE MECHANISM AFFECTING MASONRY CHURCHES S. Szabó, M.F. Funari, C. Casapulla, M. Chryssanthopoulos, P. Lourenco | |||||||
15:09 - 15:21 | THE USE OF ARTIFICIAL NEURAL NETWORKS TO PREDICT THE ROCKING AMPLITUDE OF BLOCK-BASED STRUCTURES A.I. Giouvanidis, S.A. Banimahd, S. Karimzadeh, P.B. Lourenco | |||||||
15:21 - 15:33 | OPTIMIZING RETROFITTING SOLUTIONS FOR CHURCH BELL GABLES WITH MULTI-OBJECTIVE ALGORITHMS B. Ghaffarpasand, S. Degli Abbati, S. Cattari, S. Lagomarsino | |||||||
15:33 - 15:45 | PREDICTIVE MODELS FOR THE COMPRESSIVE STRENGTH AND ULTIMATE STRAIN OF FRCM CONFINED MASONRY A. Napoli, R. Realfonzo | |||||||
AMBER 1 | ||||||||
CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION | Convenors: A. Palermo, M. Li | ||||||||
14:30 - 14:38 | A NOVEL INTER-STORY ISOLATION SYSTEM FOR CROSS-LAMINATED TIMBER (CLT) PLATFORM CONSTRUCTION R. Lal, A. Hashemi, P. Quenneville | |||||||
14:38 - 14:46 | ASSESSING SEISMIC PERFORMANCE OF HYBRID CLT AND RC STRUCTURES: A STRUT WIDTH APPROACH K. Kanemitsu, S. Kumagawa, M. Yamane, H. Alwashali, C. Quan, K. Jin | |||||||
14:46 - 14:54 | CLT-SHEAR WALL CONNECTED WITH STEEL BAR-TIMBER COMPOSITE COLUMN DISSIPATING HIGH-ENERGY T. Suyama, R. Kawasaki, R. Kamimakise, S. Shioya | |||||||
14:54 - 15:02 | CONTROLLED-BUCKLING REPLACEABLE CONNECTION FOR MASS TIMBER MOMENT RESISTING FRAMES F. Cattani, E. Chavez, G. Lomiento | |||||||
15:02 - 15:10 | DEVELOPING AN APPLICATION FOR MASS TIMBER PLY PANELS (MPP) IN SEISMIC AND ENERGY WALL RETROFIT G. Orozco, A. Barbosa, M. Fretz, J. Stenson, J. Sheine | |||||||
15:10 - 15:18 | ESTIMATING FIRST AND HIGHER-MODE EFFECTS FOR THE DESIGN OF ROCKING MASS TIMBER WALLS WITH CONTROLLED OVERTURNING MOMENTS L. Pieroni, G.A. Araújo Rodríguez, B. Simpson, F. Freddi, P. Mishra, P. Uarac, A. Barbosa, A. Sinha, J.W. van de Lindt, N. Brown | |||||||
15:18 - 15:26 | EXPERIMENTAL STUDY OF SELF-CENTERING CLT WALLS WITH REPLACEABLE COUPLING BEAMS J. Liu, X. Wang, H. Zheng, F. Lam, Z. Li | |||||||
15:26 - 15:34 | IMMERSIVE MULTI-PERFORMANCE PARAMETRIC FRAMEWORK TO ENHANCE LOW-DAMAGE TIMBER BUILDINGS DESIGN G. Formichetti, G. Loporcaro, S. Pampanin | |||||||
15:34 - 15:42 | MULTIOBJECTIVE OPTIMIZATION OF A COUPLED WALL SYSTEM FOR TALL TIMBER BUILDINGS Y. Miyazu, C. Loss | |||||||
15:42 - 15:50 | QUASI-STATIC REVERSED CYCLIC TESTS ON TWO-STOREY CLT HOUSES M. Masroor, S. Gheisary, Y. Pan, T. Tannert | |||||||
AMBER 2 | ||||||||
IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
14:30 - 14:40 | TESTING OF SEISMIC ISOLATORS M. Constantinou | |||||||
14:40 - 14:45 | STATISTICAL ANALYSIS OF THE EXPERIMENTAL RESPONSE OF FULL-SCALE SEISMIC PROTECTION DEVICES M. Furinghetti, P. Dubini, C. Curti, M. Bazzini, S. Reale, A. Pavese | |||||||
14:45 - 14:55 | HYBRID TESTING WITH MODEL UPDATING OF A BRIDGE WITH SEISMIC ISOLATION INCORPORATING ROTATION M.C. Lopez Ruiz, M. Cheng, T. Becker | |||||||
14:55 - 15:05 | DESIGN AND SHAKE TABLE TESTING OF 3-D SEISMIC ISOLATION FOR CRITICAL EQUIPMENT I. Aiken, C. Black, B. Lawrence, A. Zhang, N. Cheang, M. Mohammed, A. Ibrahim, P. McLean | |||||||
15:05 - 15:15 | A PASSIVE CONTROL SYSTEM BASED ON DOUBLE U-SHAPED METAL ELEMENTS: REAL CASES, DESIGN AND DEVELOPMENT M.C. Castino, A.M. Cicalese | |||||||
15:15 - 15:25 | BASE ISOLATION AND SUPPLEMENTAL ENERGY DISSIPATION: A BIG STEP TOWARD RESILIENT STRUCTURES M. Sartori | |||||||
15:25 - 15:32 | MODEL-BASED DESIGN AND EXPERIMENTAL VERIFICATION OF ADAPTIVE CURVED SURFACE SLIDER SIP®-ADAPTIVE F. Weber, F. Bomholt, P. Huber, C. Braun | |||||||
15:32 - 15:39 | TEMPORARY CONNECTION DEVICES ACCORDING TO EN15129: STUDY OF THE CURRENT EUROPEAN TESTING STANDARD. S. Infanti, A.E. Pigouni | |||||||
15:39 - 15:45 | OVER-STROKE EFFECTS ON SEISMIC FRAGILITY OF RC FRAME BUILDINGS RETROFITTED WITH DCCSS ISOLATORS N. Lamarucciola, A. Di Cesare, F. Daraio, F.C. Ponzo | |||||||
AMBER 3 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenors: M. Celebi, M. Kohler | ||||||||
14:30 - 14:40 | A STRUCTURAL HEALTH MONITORING SYSTEM USING MODIFIED CUBIC SPLINE INTERPOLATION METHOD T. Komatsubara, D. Feng, T. Nakagawa, R. Tanaka | |||||||
14:40 - 14:50 | SHM OF CONCRETE DAMS WITH SWELLING. TIME EFFECT ON NATURAL FREQUENCY HISTORIES: HST-FE MODELS S. Oliveira, M. Rodrigues, A. Alegre, P. Mendes, E. Carvalho, B. Matsinhe, J. Proença | |||||||
14:50 - 15:00 | RECENT SENSOR NETWORK DEVELOPMENTS FOR OPTICALLY-BASED BUILDING DRIFT SENSORS D. McCallen, V. Quinto, P. Laplace, F. Petrone | |||||||
15:00 - 15:10 | FRIBAS, A DATABASE OF 313 RC AND URM BUILDINGS: TOWARD SPECIFIC T-H RELATIONSHIPS M.R. Gallipoli, B. Petrovic, G. Calamita, N. Tragni, C. Scaini, C. Barnaba, M. Vona, S. Parolai | |||||||
15:10 - 15:20 | THE EFFECTS OF WEATHER ON THE VIBRATIONAL FREQUENCIES OF AN INSTRUMENTED 50-STORY SKYSCRAPER A. Aihemaiti, M. Todorovska, M. Trifunac, L. Cruz, L. Guoliang, J. Cui | |||||||
15:20 - 15:30 | LINEAR AND NONLINEAR SIMPLIFIED MODELS IN SEISMIC STRUCTURAL HEALTH MONITORING E. Aytulun, S. Soyöz | |||||||
15:30 - 15:40 | UPDATING FINITE ELEMENT MODELS FOR STRUCTURAL MONITORING: CASE STUDIES FROM THE OSS F. Bocchi, S. Gabriele, G. Occhipinti, A. Petrizzo, D. Spina | |||||||
15:40 - 15:50 | OPTICAL FIBER SENSING FOR POST-EARTHQUAKE DAMAGE ASSESSMENT OF RC MOMENT FRAMES H. Liu, E. Opabola, M. DeJong | |||||||
AMBER 4 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
14:30 - 14:32 | INTRODUCTION | |||||||
14:32 - 14:42 | SEISMIC FRAGILITY OF SOME ITALIAN RC BUILDING TYPES ACCOUNTING FOR SEISMICALLY INDUCED DISPLACEMENTS A. Masi, E. Acconcia, V. Manfredi, F. Parisi | |||||||
14:42 - 14:52 | CUMULATIVE DAMAGE ASSESSMENT OF COASTAL BRIDGES UNDER SEQUENTIAL EARTHQUAKE AND TSUNAMI EVENTS R. Feng, D. Zhu, Y. Dong, D. Frangopol | |||||||
14:52 - 15:02 | AN INDICATOR-BASED MULTI-HAZARD RISK ASSESSMENT FRAMEWORK FOR URBAN-SCALE APPLICATIONS D. Skoulidou, A. Kazantzi | |||||||
15:02 - 15:12 | AN INDEX-BASED METHODOLOGY FOR MULTI-HAZARD RISK ASSESSMENT OF BRIDGE PORTFOLIOS L.A. Grieco, N. Scattarreggia, R. Monterio, F. Parisi | |||||||
15:12 - 15:22 | DAMAGE STATE-DEPENDENT FRAGILITY MODELS FOR RC BUILDINGS EXPOSED TO FLOOD AND SEISMIC HAZARDS P. Gehl, K. Trevlopoulos, C. Negulescu | |||||||
15:22 - 15:32 | RISK ASSESSMENT OF LOW-RISE STEEL BUILDINGS EXPOSED TO POST-EARTHQUAKE FIRE G. Saed, G. Balomenos, A. Genikomsou, M. Tait | |||||||
15:32 - 15:42 | LIFE-CYCLE CONSEQUENCE ANALYSIS OF TRANSPORTATION INFRASTRUCTURE SYSTEMS SUBJECT TO MULTIPLE HAZARDS K. Otárola, L. Iannacone, R. Gentile, C. Galasso | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
14:30 - 14:43 | IMPACTS OF CLUSTERING EVENTS ON PROBABILISTIC SEISMIC HAZARD ASSESSMENT: A CASE STUDY IN TAIWAN C. Chan, H. Huang, Y. Hsu | |||||||
14:43 - 14:55 | RECENT DEVELOPMENT OF SEISMIC SOURCE AND HAZARD MAPS OF INDONESIA FOR EARTHQUAKE RESISTANT DESIGN M. Irsyam, S. Widiyantoro, L. Faizal, N.R. Hanifa, D.H. Natawidjaja, W. Triyoso, A.D. Nugraha, I. Meilano, M. Asrurifak, S. Pramono, F. Aldiamar, H. Hendarto, E. Gunawan, S. Rosalia, P. Supendi, M. Daryono, A. Patria, S. Ariwibowo, S. Sapiie, G.H. Pramono, A. Agustan, C. Pratama, S. Rahmadani, A.F. Shomim, D. Herfiani, P.R. Cummins, W. Sengara, M. Pagani, E. Hussain, H. Hendriyawan | |||||||
14:55 - 15:05 | 2023 U.S. 50-STATE NATIONAL SEISMIC HAZARD MODEL M. Petersen, A. Shumway, P. Powers, K. Milner, M. Moschetti, K. Jaiswal, J. Altekruz, K. Rukstales, S. Rezaeian, O. Boyd, J. Rubinstein, A. Llenos, D. Girot, J. Herrick, N. Kwong | |||||||
15:05 - 15:15 | THE 2022 NEW ZEALAND NATIONAL SEISMIC HAZARD MODEL REVISION M. Gerstenberger, S. Bora, B. Bradley, C. DiCaprio, A. Kaiser, A. Nicol, M. Stirling, K. Thingbaijam, R. Van Dissen | |||||||
15:15 - 15:25 | A COMPREHENSIVE FOURIER-BASED PSHA OF MEXICO CITY M. Ordaz, D. Arroyo, S.K. Singh, M. Salgado-Gálvez | |||||||
15:25 - 15:35 | PSHA APPLIED IN CENTRAL AMERICA USING SOURCE HYBRID MODELS. SENSITIVITY ANALYSIS OF RESULTS. C. Gamboa-Canté, A. Rivas-Medina, M. Arroyo-Solórzano, B. Benito | |||||||
15:35 - 15:45 | MODELING TIME DEPENDENT EARTHQUAKE OCCURRENCES ON FAULTS: EXAMPLES FROM RECENT PSHA STUDIES V. Montaldo Falero, R. Youngs | |||||||
AMBER 6 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:45 | CHALLENGES IN RETROFITTING DUCTILE REINFORCED CONCRETE MOMENT-FRAMES D. Pettinga, A. Russell, M. Davies | |||||||
14:45 - 14:55 | EVALUATION OF SEISMIC ISOLATION RETROFIT FOLLOWING EARLY DESIGN STANDARDS R. Bustamante, K. Erler, C. Sepulveda, G. Mosqueda, M. Del Carpio, M. Hershberg, J. Lopez, K.J. Elwood | |||||||
14:55 - 15:05 | SEISMIC ASSESSMENT AND RETROFIT OF A MULTISTOREY HERITAGE RC BUILDING WITH TAPERED COLUMNS A. Georgiou, A. Papakonstantinou, I. Ioannou | |||||||
15:05 - 15:15 | RELIABILITY-BASED SEISMIC RETROFITTING OPTIMIZATION FOR NON-DUCTILE REINFORCED CONCRETE STRUCTURES A.P. Sberna, A. Deb, F. Di Trapani, J.P. Conte | |||||||
15:15 - 15:25 | BIAXIAL BEHAVIOUR OF RC COLUMNS BUILT WITH PLAIN REBARS J. Melo, H. Varum, A. Arede, T. Rossetto | |||||||
15:25 - 15:35 | SEISMIC UPGRADE OF THE CANADIAN PARLIAMENT BUILDING D. Arnold, D. Carson, J. Sherstobitoff, J. Koop, C. Mohammadi | |||||||
15:35 - 15:45 | BRIEF RECOMMENDATIONS ADDRESSING RC BUILDINGS AFFECTED BY EARTHQUAKES B. Ozturk, C. Donmez, J.D. Dowgala, A. Irfanoglu, S. Pujol, P. Shah | |||||||
AMBER 7 | ||||||||
BCI8 - THE RENAISSANCE OF ACCELERATED BRIDGE CONSTRUCTION: THE EASIEST PATHWAY TO BUILD SEISMIC RESILIENCE | Convenors: A. Palermo, M. Mashal | ||||||||
14:30 - 14:40 | DESIGN AND NUMERICAL EVALUATION OF HYBRID ISOLATED-ROCKING PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS F. Ebrahimi, M. Salehi, E. Mohammadi, V. Broujerdian | |||||||
14:40 - 14:50 | DESIGN OF PRESTRESSED, JOINTED COLUMNS FOR ACCELERATED CONSTRUCTION AND ENHANCED SEISMIC PERFORMANCE T. Thonstad, M. Eberhard, J. Stanton | |||||||
14:50 - 15:00 | DEVELOPMENT OF A PRECAST ABUTMENT CONNECTION SUITABLE FOR RAPID CONSTRUCTION IN SEISMIC ZONES O.S. Haraldsson, B. Bessason, C.Y. Tsai, F. Sigurjonsson, I. Ólafsson, H.S. Ólafsson | |||||||
15:00 - 15:09 | ULTRA HIGH-PERFORMANCE CONCRETE (UHPC) JACKETING FOR THE SEISMIC RETROFIT OF BRIDGE PIERS M. Acharya, K. Hogarth, A. Ebrahimpour, M. Mashal | |||||||
15:09 - 15:18 | EXTERNAL SOCKET CONNECTIONS FOR THE SEISMIC DESIGN OF BRIDGES J.A. Samayoa, G.T. Proestos, M.J. Kowalsky | |||||||
15:18 - 15:27 | NOVEL ABC SYSTEMS ENABLING SELF-REPAIRING AND DECONSTRUCTION THROUGH ADDITIVE CONSTRUCTION I. Mantawy, A. Mackin, J. Migliorino, H. Shaker | |||||||
15:27 - 15:36 | PRECAST CONCRETE STAY-IN-PLACE FORMWORK TO PREVENT LOSS OF SEISMIC RESISTANCE DUE TO CORROSION H. Wang, P. Okumus, R. Ranade | |||||||
15:36 - 15:45 | SEISMIC VULNERABILITY ASSESMENT OF PRECAST POST-TENSIONED SEGMENTAL PIERS S. Kocakaplan, E. Ahmadi, M.M. Kashani | |||||||
AMBER 8 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | SIMULATED RESPONSE OF A FIRESTOPPING PIPE PENETRATION UNDER REAL SEISMIC-INDUCED FLOOR MOTIONS Z. Ye, R.P. Dhakal, A.K. Abu | |||||||
14:40 - 14:50 | SHAKE TABLE TESTS OF SUSPENDED FIRE PROTECTION PIPING SYSTEMS G. Magliulo, D. D Angela, M. Zito, G. Maddaloni, M.R. Pecce, M. Esposito, F. Gambi, A. Di Pauli, A. Prota | |||||||
14:50 - 15:00 | EXPERIMENTS ON THE STRUCTURAL BEHAVIOR OF SUSPENSION SUPPORT MEMBERS IN BUILDING EQUIPMENT I. Hirano, S. Kishiki, M. Kurosawa | |||||||
15:00 - 15:10 | CAPACITY EVALUATION OF CONTINUOUS-PLASTERBOARD SUSPENDED CEILING-PERIMETER CONNECTIONS V. Patnana, D.C. Rai | |||||||
15:10 - 15:20 | EXPERIMENTAL SEISMIC TESTING OF SUSPENDED CEILINGS USING FLOOR MOTIONS OF SUPER-TALL BUILDINGS C. Flude, D. Lau, J. Erochko | |||||||
15:20 - 15:30 | SEISMIC BEHAVIOR OF DISCONTINUOUS SUSPENDED CEILING SYSTEMS CONSIDERING UNCERTAINTY FACTORS Y.L. Huang, H.J. Jiang | |||||||
15:30 - 15:40 | EFFECT OF NON-STRUCTURAL ELEMENT SEISMIC CLASSIFICATION IN SEISMIC LOSS ASSESSMENT R.J. Merino, G. Mucedero, D. Perrone, R. Monteiro, R. Nascimbene, A. Filiatrault | |||||||
15:40 - 15:50 | SEISMIC FRAGILITY OF NONSTRUCTURAL ELEMENTS MODELLED AS NONLINEAR SINGLE-DEGREE-OF-FREEDOM SYSTEMS D. D Angela, G. Magliulo, M. Zito, F.M. Calenzo | |||||||
SUITE 6 | ||||||||
RES7 - A MODEL FOR UNDERSTANDING AND ADDRESSING SEISMIC RISK IN VULNERABLE HOUSING. CASE STUDY: COLOMBIA. | Convenors: A. Pavan, J.A. Oviedo Amézquita | ||||||||
14:30 - 14:32 | INTRODUCTION | |||||||
14:32 - 14:39 | EXPOSURE AND VULNERABILITY OF INFORMAL HOUSING STOCK IN COLOMBIA J.C. Reyes, H. Perez, M.G. Mora, J.A. Valcarcel, M.M. Arcila | |||||||
14:39 - 14:46 | BEYOND EARTHQUAKE RISK: NATIONAL ATLAS AND MULTIHAZARD RISK ASSESSMENT UNDER A CHANGING CLIMATE O.D. Cardona, G.A. Bernal, M.C. Marulanda, P.M. Marulanda, D.F. Rincon, S. Grajales, C.P. Villegas, D.M. Gonzalez, J.F. Molina, S.A. Herrera | |||||||
14:46 - 14:53 | EFFECT OF STRUCTURAL CONFIGURATION ON FRAGILITY ASSESSMENT OF CONFINED MASONRY HOUSES IN COLOMBIA J. Orjuela Mejia, J. Piedrahita, J. Archbold, J. Carrillo | |||||||
14:53 - 15:00 | SEISMIC RISK PROFILE DEFINITION FOR VULNERABLE HOUSING STOCK IN COLOMBIA A. Acevedo, S. Carrascal, D. Gonzalez | |||||||
15:00 - 15:05 | DISCUSSION | |||||||
15:05 - 15:12 | AIS 410-23 EVALUATION AND REDUCTION OF SEISMIC VULNERABILITY IN MASONRY HOUSES A. Pavan, F.A. Lamus-Baez, S. Andrade-Pardo, J.A. Oviedo-Amezquita, J. Upegui-Jaramillo, S. Jerez, N. Torres, J.J. Alvarez Enciso | |||||||
15:12 - 15:19 | SEISMIC VULNERABILITY OF INFORMAL HOUSING: EXPERIMENTAL TESTS ON UNREINFORCED AND REINFORCED MASONRY S.R. Jerez Barbosa, N. Torres, F. Lamus, J.C. Reyes Ortiz, A. Pavan, R. Cruz, J. Carrillo | |||||||
15:19 - 15:26 | REDUCING SEISMIC RISK IN INFORMAL HOUSING IN COLOMBIA: IMPLEMENTATION EXPERIENCES AND CHALLENGES S. Andrade-Pardo, A. Pavan, M.L.B. Collins, D. Narvaez, C. Barbosa, E. Diaz-Sossa | |||||||
15:26 - 15:33 | SEISMIC PERFORMANCE ASSESSMENT OF AN INCREMENTALLY CONSTRUCTED HOUSE IN COLOMBIA D. Feliciano, D. Novoa, O. Arroyo, J. Carrillo, A. Liel | |||||||
15:33 - 15:45 | DISCUSSION | |||||||
SUITE 7 | ||||||||
RES9 - ADVANCES IN SEISMIC RESILIENCE RESEARCH - COMMEMORATING 70TH ANNIVERSARY OF IEM, CEA | Convenors: T. Wang, S. Li, Z. Qu | ||||||||
14:30 - 14:45 | RESILIENCE AND RESTORATION TIME OF URBAN GAS NETWORKS AFTER EARTHQUAKES M. De Iuliis, A. Cardoni, G.P. Cimellaro | |||||||
14:45 - 15:00 | WHY TRADITIONAL TIMBER FRAMES WITH INFILLS STAND UP A. Dutu | |||||||
15:00 - 15:15 | THE TYPES, HAZARDS ASSESSMENTS AND RESILIENT PREVENTION OF RARE EARTHQUAKE-INDUCED LANDSLIDES L. Wang, J. Bo, X. Ma, Y. Zhu, S. Chai, P. Wang | |||||||
15:15 - 15:25 | CHINESE METHOD FOR EVALUATING LIQUEFACTION POTENTIAL OF GRAVELLY SOILS X. Yuan, Z. Cao, L. Chen, H. Liu, J. Yuan, Q. Zhao | |||||||
15:25 - 15:35 | A QUANTITATIVE EVALUATION FRAMEWORK FOR SEISMIC RESILIENCE OF WATER SUPPLY SYSTEMS H. Wu, E. Guo, P. Yan | |||||||
15:35 - 15:45 | SEISMIC RESILIENCE ASSESSMENT OF TRANSPORTATION ROAD NETWORKS BASED ON TIME-VARYING FUNCTIONAL INDEX S. Fang, H. Bu, H. Jiang | |||||||
SUITE 8 | ||||||||
ASR6 - REPAIR & STRENGTHENING OF RC STRUCTURES: BEHAVIOUR, MODELLING AND DESIGN OF INTERFACES | Convenors: V. Palieraki, E. Vintzileou | ||||||||
14:30 - 14:38 | CALCULATION OF THE RESISTANCE OF HORIZONTAL INTERFACES WITHIN FLEXURAL MEMBERS V. Palieraki, E. Vintzileou, G. Genesio, L. Karagiorgou | |||||||
14:38 - 14:47 | EFFECT OF SIZE ON THE SHEAR STRENGTH BETWEEN OLD TO NEW CONCRETE INTERFACE S. Cattaneo, P. Crespi, M. Scamardo, L. Biolzi | |||||||
14:47 - 14:57 | INTERFACE INTERACTION BETWEEN SHCC AND NORMAL-STRENGTH CONCRETE A. I. Ioannou, D. C. Charmpis, M. F. Petrou, S. J. Pantazopoulou | |||||||
14:57 - 15:07 | STUDY OF THE INTERFACE BETWEEN CONCRETE AND MICRO-CONCRETE FOR JACKETING OF STRUCTURAL MEMBERS V. T. Unni, K. Murugan, A. K. Sengupta, K. Kirupakaran | |||||||
15:07 - 15:16 | RETROFITTING OF BRIDGE WITH CONCRETE OVERLAY: EC2 VS TR066 INTERFACE DESIGN P. Crespi, S. Cattaneo, M. Scamardo | |||||||
15:16 - 15:26 | REPAIR OF A HEAVILY DAMAGED C-SHAPED RC WALL S. Rodriguez-Sanchez, M.E. Unal, E. Ahlberg, J.W. Wallace | |||||||
15:26 - 15:35 | EXPERIMENTAL AND ANALYTICAL EVALUATION OF RC WALLS WITH CONCRETE RETROFIT OVERLAYS A. Albright, I. Koutromanos, J. Murcia-Delso, B. Pulido | |||||||
15:35 - 15:45 | SEISMIC PERFORMANCE OF BEAM-COLUMN JOINTS STRENGTHENED WITH HYBRID FIBRE-REINFORCED POLYMER LAMINATE G. Sivasankara Pillai, S. Marimuthu | |||||||
SUITE 9 | ||||||||
AIM2 - MACHINE LEARNING AND AI METHODS FOR RISK ANALYSIS OF MAJOR HAZARD PROCESS FACILITIES | Convenors: F. Paolacci, O. Bursi, M. Fragiadakis | ||||||||
14:30 - 14:45 | USING MACHINE LEARNING TO PREDICT COLLAPSE OF STEEL STRUCTURES UNDER SEISMIC LOADING P. Gaire, L. Ibarra | |||||||
14:45 - 15:00 | PROPOSAL OF AN ANN-BASED FRAMEWORK FOR A RAPID SEISMIC RISK ASSESSMENT OF MAJOR-HAZARD INDUSTRIAL PL G. Quinci, F. Paolacci, M. Fragiadakis, H.N. Phan, P.H. Hoang | |||||||
15:00 - 15:15 | STATE-DEPENDENT SEISMIC FRAGILITY ANALYSIS FOR VERTICAL TANKS IN INDUSTRIAL SUBSTRUCTURES C. Nardin, O.S. Bursi, M. Broccardo, S. Marelli, B. Sudret | |||||||
15:15 - 15:30 | A SMART TOOL FOR OPTIMAL ROUTING OF OFFSHORE LIFELINES AGAINST EARTHQUAKE-RELATED GEOHAZARDS N. Makrakis, P. Psarropoulos, Y. Tsompanakis, G. Kougianos | |||||||
15:30 - 15:45 | PREDICTING TSUNAMI MAGNITUDE (MT) IN THE INDO PACIFIC REGION USING MACHINE LEARNING N. Sabah, D. Shanker |
TUESDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | MODEL SHAKE TABLE TEST ON SEISMIC DEFORMATION BEHAVIOR OF RUBBER TIRED GANTRY CRANE E. Kohama, H. Kubo, Y. Kohama, T. Sugano | |||||||
14:40 - 14:50 | MODELLING AND NONLINEAR ANALYSIS OF COMPOSITE MRF WITH DISSIPATIVE CONNECTIONS C. Vulcu, R. Don, G. Balaskas, B. Hoffmeister | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE AND RESILIENCE OF COUPLED DISSIPATIVE REPLACEABLE LINK FRAMES: NLRHA ASSESSMENT C. Vulcu, M. Pinkawa, B. Hoffmeister | |||||||
15:00 - 15:10 | OPTIMIZATION TOOL FOR THE IMPROVEMENT OF THE SEISMIC VULNERABILITY THROUGH EXOSKELETON SYSTEM J.C. Olivo Garcia, R. Cucuzza, G. Bertagnoli, M. Domaneschi, G.C. Marano, G.A. Ferro | |||||||
15:10 - 15:20 | PROPOSAL OF A DESIGN PROCEDURE FOR PIN-SUPPORTED ROCKING TRADITIONALLY BRACED FRAMES M. Bosco, M. Caragliano, P.P. Rossi, N. Spinella | |||||||
15:20 - 15:30 | RETROFIT METHOD OF HOLLOW CIRCULAR SECTION BRACE WITH SINGLE GUSSET PLATE Y. Jiao, M. Yamamoto, S. Hakuto | |||||||
15:30 - 15:40 | SEISMIC ANALYSIS OF SSTF STRUCTURES CONSIDERING THE NONLINEAR BEHAVIOR OF SHEAR CONNECTORS X. Lu, D. Gan, Y. Li | |||||||
15:40 - 15:50 | SEISMIC BEHAVIOR OF STEEL STAGGERED TRUSS FRAMING STRUCTURES WITH ENERGY-DISSIPATIVE ROCKING COLUMNS D. Gan, Z. Li, x. Lu, X. Zhou | |||||||
MONITOR 2 | ||||||||
ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | SEISMIC FRAGILITY CURVES FOR THIN-WALLED STEEL STRUCTURES USING KOITER'S MULTIMODAL ANALYSIS F.S. Liguori, G. Zucco, A. Formisano, A. Madeo | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF BRACED STEEL FRAMING BUILDINGS WITH CONCRETE-FILLED CHORD STUDS J. Navarro, O. Bové, M. Casafont, J. Bonada, F. López-Almansa | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES EQUIPPED WITH REPLACEABLE DISSIPATIVE MEMBERS S. Safaei, M. D Aniello, R. Landolfo | |||||||
15:00 - 15:10 | SEISMIC RETROFIT OF AN EXISTING STEEL BUILDING LOCATED IN SOUTHERN ITALY A. Prota, R. Tartaglia, M. D Aniello, R. Landolfo | |||||||
15:10 - 15:20 | SEISMIC RETROFITTING OF STEEL MRFS WITH EXTERNAL BRBS: PRELIMINARY EXPERIMENTAL & NUMERICAL RESULTS F. Freddi, L. Di Sarno, M. D Aniello, O. Kwon, R. Landolfo, S. Bousias, J. Wu, M. Cicia, F. Gutierrez-Urzua, J. Park, N. Stathas, E. Strepelias | |||||||
15:20 - 15:30 | THE NEW PROVISIONS OF EUROCODE 8 PART 3 FOR SEISMIC ASSESSMENT OF EXISTING STEEL STRUCTURES D. Lignos | |||||||
15:30 - 15:40 | TRUSSED ARCH EXOSKELETON AS RETROFITTING SOLUTION OF EXISTING BUILDINGS: THE CASE STUDY OF FOGGIA R. Cucuzza, C.J. Orozco Bustamante, G. Bertagnoli, M. Domaneschi, G.A. Ferro, G.C. Marano | |||||||
MONITOR 3 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
14:30 - 14:40 | INFLUENCE OF NON-LINEARITY OF DYNAMIC SHEAR MODULUS ON THE SEISMIC SAFETY EVALUATION OF ARCH DAM Y. Ariga | |||||||
14:40 - 14:50 | EFFECT ON NON-VERTICAL PROPAGATION SEISMIC WAVES ON THE BEHAVIOR OF GRAVITY AND ARCH DAMS E. Robbe, N. Humbert, S. Cherubini | |||||||
14:50 - 15:00 | DYNAMIC ANALYSES OF AN EARTH DAM WITH DIFFERENT INITIAL STRESS STATE R. Previtali, R. Pellegrini, F. Carnevale, P. Chemello | |||||||
15:00 - 15:10 | ANALYSIS OF THE BEHAVIOUR OF A GRAVITY DAM IN CENTRAL AMERICA SUBJECT TO HIGH SEISMIC FORCES A. De Paola, E. Baldovin, S. Pavone | |||||||
15:10 - 15:20 | IMPACT OF UNCERTAINTY ASSOCIATED WITH GROUND MOTION SELECTION ON FRAGILITY ASSESSMENT OF DAMS B.K. Patra, R. Segura, A. Bagchi | |||||||
15:20 - 15:30 | PREDICTIVE MODEL FOR SEISMIC DISPLACEMENTS OF A GENERAL FLEXIBLE SLIDING BLOCK IN NEAR-FAULT REGION C. Xiang, D. Huang, Y. Zhang, L. Zhao | |||||||
15:30 - 15:40 | COMPARISONS BETWEEN GROUND IMPROVEMENT METHODS FOR A HIGH EMBANKMENT DAM ON THICK ALLUVIAL DEPOSIT Z. Wang, R. Wang, J. Zhang | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
14:30 - 14:40 | COMPARISON OF DAMAGE PREDICTION FOR CONCRETE DAMS, FINITE ELEMENT WITH SMEARED CRACK VS. DISCRETE ELEMENT MODELS B.F. Soysal, Y. Arici | |||||||
14:40 - 14:50 | DYNAMIC RESPONSE OF THE PUNTA NEGRA DAM UNDER THE 2021 SAN JUAN EARTHQUAKE F. Zabala, N.G. Sanchez, G.S. Zabala | |||||||
14:50 - 15:00 | THE ROLE OF MODELING UNCERTAINTIES IN SEISMIC ANALYSIS OF CONCRETE DAMS M.A. Hariri-Ardebili, J. Salamon | |||||||
15:00 - 15:10 | EFFECT OF INTERNAL STRUCTURE OF LEVEES ON THE SEISMIC AND SEEPAGE BEHAVIOR R. Uzuoka, S. Yamada, K. Ueda | |||||||
15:10 - 15:20 | UNDERSTANDING THE ROLE OF STRESS-DEPENDENT MATERIAL DAMPING IN SEISMIC ANALYSIS OF CONCRETE DAMS M.A. Hariri-Ardebili, M. Noorbakhsh-Saleh, S.M. Seyed-Kolbadi, F. Pourkamali-Anaraki | |||||||
15:20 - 15:30 | SEISMIC DAMAGE ANALYSIS OF HIGH CONCRETE ARCH DAM-FOUNDATION SYSTEMS: A COMPREHENSIVE STUDY h. Liang, s. Guo, c. Yan, j. Tu | |||||||
15:30 - 15:40 | IMPLEMENTATION AND VALIDATION OF THE DIRECT METHOD FOR SIMULATING DYNAMIC DAM-FOUNDATION INTERACTION D. Froio, F. Carnevale | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
CHH3 - DIGITAL TWINNING OF CULTURAL HERITAGE STRUCTURES IN EARTHQUAKE ZONES | Convenors: G. Miraglia, V. Sarhosis, R. Ceravolo | ||||||||
14:30 - 14:45 | AUTOMATED POST-EARTHQUAKE DAMAGE-ASSESMENT OF MASONRY BUILDINGS USING COMPUTER-VISION D. Loverdos, B. Liu, V. Sarhosis | |||||||
14:45 - 15:00 | STATISTICAL INFERENCE OF THE ENVIRONMENT-DEPENDENT DYNAMICS OF LONG-TERM MONITORED BUILT HERITAGE S. Coccimiglio, G. Miraglia, G. Coletta, R. Ceravolo | |||||||
15:00 - 15:15 | MODEL COMPARISON AND DEFINITION OF NONLINEAR INTERACTING IN-PARALLEL MASSES UNDER SEISMIC EXCITATION L. Scussolini, R. Ceravolo | |||||||
MONITOR 6 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
14:30 - 14:38 | MODELING ASPECTS AND DYNAMIC CHARACTERISTICS OF THE SEISMIC PERFORMANCE OF LIGH-FRAME WOOD SHEARWALL E. Morshedi, G. Doudak | |||||||
14:38 - 14:46 | MULTI-OBJECTIVE OPTIMIZATION OF CROSS-LAMINATED TIMBER SHEAR WALLS G. Boshrouei Shargh, A. Barbosa, B. Simpson, A. Sinha, J. van de Lindt, N. Brown | |||||||
14:46 - 14:54 | PARAMETRIC STUDY ON PULL-OUT BEHAVIOR OF GLUED-IN ROD CONNECTION BY FINITE ELEMENT ANALYSIS K.M. Hwang, H.W. LIm, E.S. Kim, D.H. Jang, K.M. Lee | |||||||
14:54 - 15:02 | RELATIONSHIP BETWEEN RESIDUAL DEFORMATION AND MA XIMUM INTER STORY DEFORMATION OF WOODEN HOUSES N. Kotani, T. Hirai, Y. Nagano | |||||||
15:02 - 15:10 | SEISMIC ANALYSES OF MULTI-STOREY CLT STRUCTURES WITH HIGH-PERFORMANCE CONNECTIONS F. Smiroldo, A. Gaspari, D. Viel, E. Borsati, I. Giongo | |||||||
15:10 - 15:18 | SEISMIC DESIGN CONSIDERATIONS FOR THE NEXT GENERATION OF TIMBER BUILDINGS IN CANADA: A REVIEW C. Loss, M. Popovski, T. Yang | |||||||
15:18 - 15:26 | SEISMIC PERFORMANCE ASSESSMENT OF LOW-RISE CLT BUILDING UNDER NEAR AND FAR-FIELD GROUND MOTIONS S. Javidi, I. Gavric, G. Fourlaris, M.R. Salami | |||||||
15:26 - 15:35 | SEISMIC PERFORMANCE OF A TIMBER HOUSE USING CLT HORIZONTAL DIAPHRAGM T. Furuta, M. Nakao | |||||||
15:35 - 15:45 | SEISMIC PERFORMANCE OF SINGLE-STORY PAVILION-TYPE TIMBER FRAME Z. Sun, P. Xiang, L. Jia | |||||||
MONITOR 7 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
14:30 - 14:39 | SHAKE TABLE TESTING OF A SIX-STORY, FULL-SCALE, MASS TIMBER ROCKING WALL USING BUCKLING-RESTRAINED BOUNDARY ELEMENTS AS ENERGY DISSIPATORS M. McBain, B. Simpson, G. Araujo, L. Pieroni, A. Barbosa, J. van de Lindt, A. Sinha, N. Brown, S. Kontra, P. Mishra, L. Gioiella, S. Sorosh, T. Hutchinson, S. Pryor, T. Field, P. Uarac | |||||||
14:39 - 14:48 | SHAKE TABLE TESTS OF CROSSLAM ASSEMBLIES L. Morillas, D. Escolano-Margarit, J.A. Balmori-Roiz, F.J. Rescalvo, A. Gallego-Molina, C. Cruz, A. Benavent-Climent | |||||||
14:48 - 14:57 | SHAKING-TABLE TESTS ON TRADITIONAL AND CONVENTIONAL ASSEMBLED WOODEN FRAME STRUCTURES H. Tagawa | |||||||
14:57 - 15:06 | SIMPLIFIED PUSHOVER ANALYSIS FOR PARAMETRIC STUDY OF PREFABRICATED LFTP BUILDING'S SEISMIC BEHAVIOR M. Krzan, L. Balant, T. Pazlar, B. Ber | |||||||
15:06 - 15:15 | TIMBER ELEMENTS WITH POLYURETHANE FLEXIBLE JOINTS AS SEISMIC PROTECTION A. Kwiecien, K. Sliwa-Wieczorek, B. Zajac, P. Stecz, J. Chelmecki | |||||||
15:15 - 15:24 | TRIAL SEISMIC DESIGN FOR 10-STORY TIMBER CONSTRUCTION T. Tsuchimoto, T. Miyake, A. Mitsuhashi | |||||||
15:24 - 15:33 | SEISMIC FRAGILITY OF LIGHTWEIGHT GLUBAM FRAME STRUCTURES SUBJECTED TO PULSE-LIKE GROUND MOTIONS Q. Gao, R. Wang, G. Monti, C. Demartino, Z. Li | |||||||
15:33 - 15:42 | SEISMIC BEHAVIOUR OF TIMBER FRAMED MASONRY SYSTEMS STRENGTHENED BY NAILS A. Gani, D.C. Rai, J.M. Banday | |||||||
MONITOR 8 | ||||||||
EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
14:30 - 14:40 | UNRESOLVED ISSUES ON THE DESIGN OF URM BUILDINGS: A CRITICAL REVIEW OF LINEAR AND NONLINEAR METHODS S. Lagomarsino, A. Penna, S. Cattari, M. Rota, A. Brunelli, S. Bracchi | |||||||
14:40 - 14:50 | CONTRIBUTIONS TOWARDS THE DEFINITION OF PARTIAL SAFETY FACTORS FOR MASONRY BUILDINGS M. Rota, A. Penna, S. Bracchi | |||||||
14:50 - 15:00 | SIMPLIFIED RELIABILITY-BASED ASSESSMENT OF HISTORICAL BRICK MASONRY BUILDINGS L. Moschen, C. Adam | |||||||
15:00 - 15:10 | SEISMIC DESIGN OF STEEL & STEEL-CONCRETE COMPOSITE JOINTS-DESIGN METHODOLOGY & DUCTILITY CRITERION G. Skarmoutsos, U. Kuhlmann | |||||||
15:10 - 15:20 | SEISMIC RESPONSE OF SLIDING BLOCS AND CALIBRATION OF A EUROCODE_8 FORMULA FOR RIGID-PLASTIC ELEMENTS P. Labbé, P. Su | |||||||
15:20 - 15:30 | EVALUATION OF THE COEFFICIENT R AND CHOOSING A DESIGN APPROACH IN EUROCODE 8-5 D. Ivanovski, K. Edip, J. Bojadjieva, V. Sheshov, T. Kitanovski | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
14:30 - 14:40 | DESIGN AND PRELIMINARY DESIGN EVALUATION OF RC MRF BUILDINGS TO THE NEXT GENERATION OF EUROCODES M. Di Domenico, C. Di Salvatore, P. Ricci, G. Magliulo, G.M. Verderame | |||||||
14:40 - 14:50 | EVALUATION OF THE CHORD ROTATION ACCORDING TO 2ND GENERATION OF EUROCODE 8 USING NONLINEAR ANALYSIS H. Maranhão, H. Varum, J. Melo | |||||||
14:50 - 15:00 | DETAILING RULES OF DIFFERENT DESIGN CODES TO ENSURE LOCAL DUCTILITY OF REINFORCED CONCRETE BEAMS A. Stella, L. Berto, D. Talledo, G. Bottin, A. Saetta | |||||||
15:00 - 15:10 | SITE-SPECIFIC SEISMIC COEFFICIENT FOR A QUAY WALL ACCORDING TO THE NEW GENERATION OF EUROCODE 8 P. Alesiani, P. Ruggeri, G. Scarpelli | |||||||
15:10 - 15:20 | COMPARATIVE STUDY OF REQUIREMENT OF BUILDING CODES USED IN NEPAL D. Maharjan, S. Thapa, P. Pandit, D. Chaudhary, M. Chikanbanjar, D. Chapagain, S. Pandey, B. Pandey, P. Maskey | |||||||
15:20 - 15:30 | A NEW DESIGN RESPONSE SPECTRUM BASED ON SHOCK WAVEFORM METHOD Y. Fu, Q. Li | |||||||
15:30 - 15:40 | UPDATE OF STRUCTURAL DESIGN SEISMIC COEFFICIENTS FOR THE COLOMBIAN BUILDING CODE (NSR) G.A. Bernal, O.D. Cardona | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
14:30 - 14:42 | SEISMIC ANALYSIS OF A MONOPILE-SUPPORTED OFFSHORE WIND TURBINE CONSIDERING LIQUEFACTION EFFECT Z. Yuan, F. Liang | |||||||
14:42 - 14:54 | SEISMIC CHARACTERISTICS' IMPACT ON ADJACENT DIRECT-FOUNDATION BUILDINGS TILTING DUE TO LIQUEFACTION K. Ueda, Z. Zhang, Y. Serikawa | |||||||
14:54 - 15:06 | SEISMIC FRAGILITY ASSESSMENT OF LARGE DIAMETER SHIELD TUNNELS CROSSING LIQUEFIABLE SOIL-ROCK STRATA X. Zhang, Y. Pan, J. Cui | |||||||
15:06 - 15:18 | SEISMIC PERFORMANCE OF HOLLOW FIBRE-REINFORCED POLYMER (FRP) PILES IN LIQUEFIABLE SOILS A. Hosseini, M. Rayhani | |||||||
15:18 - 15:30 | SEISMIC RESPONSES OF PRESTRESSED PRECAST SPUN CONCRETE PILE SUBJECTED TO SOIL LIQUEFACTION K. Ahmed, A. Moneim, S. Saif | |||||||
15:30 - 15:42 | SITE EFFECTS IN THE LIQUEFACTION RESPONSE OF LAYERED SANDY AND SILT DEPOSITS - A CASE STUDY V. Kumar, B. Ghosh | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
14:30 - 14:42 | STUDY ON LATERAL RESISTANCE OF STEEL PIPE PILES WITH GROUND IMPROVEMENT IN LIQUEFIED SOIL S. Shimomura, T. Kobayashi, J. Agata | |||||||
14:42 - 14:54 | STUDY ON TRAFFIC PERFORMANCE ON LIQUEFIED GROUND FOR RAPID EVACUATION FROM TSUNAMI AND ROAD OPENING H. Nakazawa, Y. Kawamata, T. Hara | |||||||
14:54 - 15:06 | TRAFFIC OBSTACLES ON FLAT ROADS IN URBAN AREAS CAUSED BY LIQUEFACTION S. Yasuda, K. Ishikawa | |||||||
15:06 - 15:18 | UPDATE OF THE LIQUEFACTION TRIGGERING MAP OF ITALY S. Barani, G. Ferretti, D. Scafidi | |||||||
15:18 - 15:30 | VALIDATION OF EXISTING EMPIRICAL MODELS FOR LATERAL-SPREADING DUE TO LIQUEFACTION L. Todorovic, V. Silva | |||||||
15:30 - 15:42 | GEOMORPHIC PROXY-TO-FACTOR RELATIONSHIPS IN LATERAL SPREADING PREDICTIVE MODELS N. Ingabire Abayo, A. Cabas, E. Chamberlin, B. Montoya | |||||||
15:42 - 15:54 | APPLICATION OF BAGASSE FIBER IN IMPROVING THE LIQUEFACTION RESISTANCE OF SAND R.S. Jakka, J.P. Zachariah, R. Salgado, M. Prezzi | |||||||
MONITOR 12 | ||||||||
GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
14:30 - 14:43 | TWO-DIMENSIONAL DEFORMATION ANALYSES OF THE MONTE ARDONE WASTE LANDFILL IN FORNOVO DI TARO, ITALY S. Bandera, D. Gioffrè, C.G. Lai | |||||||
14:43 - 14:56 | INVESTIGATION ON SEISMIC INTERNAL STABILITY OF GEOSYNTHETIC REINFORCED SOIL WALL G. Das, M. Samanta | |||||||
14:56 - 15:09 | NATURAL AND SEISMIC RESPONSE OF GEOCELL-REINFORCED BERM-SLOPES: AN ECA BASED FINITE ELEMENT ANALYSIS S. Sekar, A. Dey | |||||||
15:09 - 15:22 | SEISMIC RESPONSE ANALYSIS OF A SITE IMPROVED WITH GEOSYNTHETIC VERTICAL DRAINS A. Nardo, G. Biondi, E. Cascone | |||||||
15:22 - 15:35 | SELECTION OF SEISMIC COEFFICIENTS FOR STABILITY ANALYSIS OF AN EMBANKMENT IN CENTRAL LUZON, PH R.A. Luna, P.A. Selda, F.J. Bernales, E.L. Abcede | |||||||
15:35 - 15:48 | DYNAMIC BEHAVIOUR OF BRIDGE ABUTMENT PROVIDED WITH GEOSYNTHETIC REINFORCED APPROACH B. Prakash, A.K. Tiwari, S.R. Dash, S. Patra | |||||||
MONITOR 13 | ||||||||
GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
14:30 - 14:43 | STABILITY EVALUATION OF MECHANICALLY STABILIZED EARTH WALLS UNDER STATIC AND PSEUDO-STATIC LOADING S. Kuili, R.S. Jakka | |||||||
14:43 - 14:56 | NUMERICAL SIMULATION OF THE EFFECT OF EPS LAYER ON THE SEISMIC RESPONSE OF ANCHORED STABILIZING PILES Y. Zhang, T. Zheng, L. Li, R. Sun, Y. Wang | |||||||
14:56 - 15:09 | BUILD BACK BETTER APPROACH - CASE STUDY OF REBUILDING OF GUMBASA IRRIGATION CANAL, PALU EARTHQUAKE B. Ghosh, P. Sharp, E. Russell | |||||||
15:09 - 15:22 | STRESS BACKGROUND AND ROCK FRACTURES REVEALED BY ULTRASONIC BOREHOLE TELEVISION Y. Du, C. Wu, G. Yuan, J. Liao | |||||||
15:22 - 15:35 | INFLUENCE OF WATER CONTENT ON THE SMALL-STRAIN DYNAMIC CHARACTERISTICS OF REMOLDED XIGEDA SOIL Y. Cheng, T. Zheng, L. Li, R. Sun, Y. Wang | |||||||
MONITOR 14 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
14:30 - 14:40 | DEVELOPMENT OF CYCLIC PRESSUREMETER TEST SYSTEM FOR EVALUATE THE DYNANMIC PROPERTY OF GROUND Y. Kwon, A. Kamura, K. Azuno, M. Kazama, Y. Kawamata, Y. Ohya, T. Mori, R. Ito | |||||||
14:40 - 14:50 | INFLUENCE OF WEIGHT OF SHEAR BOX ON SOIL STRUCTURE SYSTEM IN CENTRIFUGE MODEL TEST H. Nakagawa, H. Kashiwa, S. Nakai | |||||||
14:50 - 15:00 | ASSESSING THE PREDICTABILITY OF SMALL-STRAIN SHEAR MODULUS MODELS FOR SILICEOUS AND CALCAREOUS SANDS S. Said, A. Ahmadinezhad, B. Shahbodagh | |||||||
15:00 - 15:10 | CONSIDERATIONS IN EXPERIMENTS AND ANALYZES OF SEISMIC BEHAVIOR OF VERTICAL SHAFTS IN BEDROCK K. Hisasue, K. Sato, O. Higashibata | |||||||
15:10 - 15:20 | INFLUENCE OF SAND MIXTURE PROPORTIONS ON DEFORMATIONS FOR BENTONITE SAND MIXTURE T. Nishimura | |||||||
15:20 - 15:30 | EVALUATION OF THE DYNAMIC RESPONSE OF A MARL SOIL PROFILE IN THE CITY OF ALGIERS USING 3-NODE COLUMN Y. Bakhtaoui, S. Bedr | |||||||
15:30 - 15:40 | A SIMPLIFIED 2D MODEL FOR NONLINEAR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS Y. Bakhtaoui, R. Bentafat | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
14:30 - 14:40 | NONLINEAR BEHAVIOR OF CONCRETE PILES AND REINFORCED CONCRETE FOUNDATION MEMBERS S. Kono, T. Obara, N. Subedi, Y. Oktiovan, S. Thusoo, D. Mukai | |||||||
14:40 - 14:50 | DYNAMIC BEHAVIORS OF PHC PILE-SOIL INTERFACE C. Kwak, I. Park, D. Jang, Y. Kim | |||||||
14:50 - 15:00 | QUANTIFICATION OF ROLE OF BASIN GENERATED LOVE WAVES IN DYNAMIC RESPONSE OF STANDALONE BUILDINGS J. Narayan, S.V.G. Bobbili | |||||||
15:00 - 15:10 | EFFECT OF BIOCEMENTATION ON THE SEISMIC RESPONSE OF TAILINGS DEPOSITS H. Behzadipour, A. Sadrekarimi | |||||||
15:10 - 15:20 | A PREDICTIVE MODEL FOR DEEP SHEAR WAVE VELOCITY PROFILES IN SOUTH KOREA Y. Cho, J. Kim, J. Kim, B. Kim | |||||||
15:20 - 15:30 | SEISMIC RESPONSE OF THE ISLAND OF MONTREAL S. Bagchi, A. Bagchi | |||||||
15:30 - 15:40 | EFFECT OF SOIL FLEXIBILITY ON DESIGN RESPONSE SPECTRA G. Meesala, A.M. Prasad, C.V.R. Murty | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
14:30 - 14:43 | A MULTI-LAYER THERMAL COUPLING HYSTERETIC MODEL FOR HIGH DAMPING RUBBER BEARINGS AT LOW TEMPERATURE J. Shen, A. Igarashi, J. Dang, Y. Hamada, T. Himeno | |||||||
14:43 - 14:56 | A NEW TRUSS-TYPE CONSTRAINING SUBSYSTEM FOR PERFORMANCE IMPROVEMENT OF MASS ISOLATION METHOD S. Ramezani | |||||||
14:56 - 15:09 | A STUDY ON STATIC MECHANICAL PROPERTIES OF VERTICAL SEISMIC ISOLATION WITH PARALLEL LINK T. Tomizawa, R. Yabe, M. Yamada, E. Sato, H. Fukui | |||||||
15:09 - 15:22 | ACTIVE MASS DAMPER CONTROL METHOD FOR BUILDING MASS DAMPER: PROPOSAL AND SHAKING TABLE TEST N. Yoshida, S. Kotsuki, H. Kambara, K. Morikawa, A. Fukukita, M. Takahashi | |||||||
15:22 - 15:35 | ADVANCED LEAD RUBBER BEARING ANALYTICAL MODEL FOR SEISMIC PERFORMANCE EVALUATION OF BRIDGES V. Aghaeidoost, A.H.M.M. Billah | |||||||
15:35 - 15:48 | DAMAGE-FREE ENGAGEMENT DEVICE FOR ENHANCED WIND-RESISTANCE OF BASE-ISOLATED STRUCTURES Y. Xiang, K.Y. Xu, S. Kishiki, G.Q. Li | |||||||
MONITOR 17 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
14:30 - 14:43 | EFFECTIVENESS OF MID-STORY ISOLATION SYSTEM TO ENHANCE SEISMIC PERFORMANCE OF AN EXISTING BUILDING M. Donà , S. Sut, E. Bernardi, M. Ceresara, F. da Porto | |||||||
14:43 - 14:56 | ELEMENTAL STUDY OF 3-D SEISMIC ISOLATION SYSTEM WITH WATER-LEVITATION AND PARALLEL LINKS M. Yamada, E. Sato, H. Fukui, T. Tomizawa, R. Yabe, T. Tagawa | |||||||
14:56 - 15:09 | A NOVEL CONCEPT IN BASE ISOLATION: THE MULTI-STAGE FIBER REINFORCED BEARINGS (MS-FRBS) A. Calabrese, S. Galano | |||||||
15:09 - 15:22 | EVALUATING DAMPING EFFECTS OF SEMI-ACTIVE CONTROLLED BASE-ISOLATION SYSTEM UNDER LARGE GROUND MOTION H. Fujitani, M. Hashimoto, K. Nabeshima, Y. Mukai, E. Sato | |||||||
15:22 - 15:35 | INFLUENCE OF DAMPING ON THE RESPONSE OF SEISMIC ISOLATED STRUCTURE SUBJECTED TO PULSE-LIKE GROUND MOTIONS M. Tornello, G. Gioacchini, J.P. Cordone | |||||||
15:35 - 15:48 | LARGE-SCALE DYNAMIC TESTS OF A SUBSTRUCTURE OF TUNED VISCOUS MASS DAMPER (TVMD) COUPLED WALLS R. Jia, X. Ji, Y. Cheng, T. Sun | |||||||
MONITOR 18 | ||||||||
IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
14:30 - 14:40 | GEOTECHNICAL ISOLATION FOR LOW-RISE BUILDINGS M. Domizio, D. Ambrosini, F. Cuervo | |||||||
14:40 - 14:50 | DYNAMIC CHARACTERISTICS OF SLIDING FOUNDATION WITH SPHERICAL SAND AND SLIDING RESISTANCE TO WIND T. Hyakunari, K. Yamagishi | |||||||
14:50 - 15:00 | CHARACTERIZATION OF SMALL-SIZE SINGLE-SURFACE SLIDING BEARING FOR SEISMIC ISOLATION A. Kumar, D.C. Rai, M. Kumar | |||||||
15:00 - 15:10 | SHAKING TABLE TEST OF A COST-EFFICIENT SLIDING ISOLATION SYSTEM FOR LIGHT FRAME TIMBER BUILDINGS D. Quizanga, J. Almazán, D. Valdivieso, D. Lopez Garcia, P. Guindos, F. Hernandez | |||||||
15:10 - 15:20 | A ROLLING ISOLATION SYSTEM FOR LIGHTWEIGHT STRUCTURES A. Iqbal | |||||||
15:20 - 15:30 | ROLLING BASE ISOLATION, A RESILIENT DESIGN M. Deigert, K. Gomez, M. Chung, P. Laursen, C. McDaniel | |||||||
15:30 - 15:40 | OPTIMAL SEISMIC DESIGN OF IRREGULAR BUILDINGS WITH MULTI-FLOOR ISOLATION AND DAMPERS G. Alwilly, O. Lavan | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
14:30 - 14:40 | STRUCTURAL RETROFITTING OF A 6-STOREY HOTEL WITH SEISMIC ISOLATION DEVICES Z. Rakicevic, A. Bogdanovic, A. Shoklarovski | |||||||
14:40 - 14:50 | EXPERIMENTAL STUDY OF LOW-COST BASE ISOLATION PROTOTYPE (ABC) WITH ENHANCED ENERGY DISSIPATION R. Reyna, D. Velasquez, J. Chavez, C. Zavala | |||||||
14:50 - 15:00 | SIMULATION OF FORCE-DISPLACEMENT HYSTERETIC BEHAVIOUR OF PROTOTYPE PB-FREI T. Basar, S.K. Deb | |||||||
15:00 - 15:10 | THE EFFECT OF RUBBER VARIABILITY ON THE DESIGN OF SCRAP TIRE PAD BASE ISOLATION SYSTEMS N. Jahan, N. Van Engelen | |||||||
15:10 - 15:20 | LOW-COST TLU-SCRAP TIRE PAD ISOLATORS WITH DIFFERENT CONFIGURATIONS AND VARIATION IN TREADED PORTION S.M. Tanveer, N. Jahan, N. Van Engelen | |||||||
15:20 - 15:30 | INVESTIGATION ON MECHANICAL BEHAVIOR OF A LOW-COST BONDED SCRAP TIRE RUBBER ISOLATOR IN RURAL REGION M. Wang, X. Lu | |||||||
15:30 - 15:40 | MECHANICAL BEHAVIOR ANALYSIS OF UNBOUNDED FIBER REINFORCED ISOLATORS WITH RECYCLED RUBBER CORE F. Guerrero M., K. Acosta, A. Alvarez, A. Ortiz, J. Marulanda, P. Thomson | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
14:30 - 14:40 | INVESTIGATION OF A COLLAPSED RC TALL BUILDING DURING THE 2023 KAHRAMANMARAS EARTHQUAKE SEQUENCE O. Odabasi, B. Yucel, P. Bazzurro | |||||||
14:40 - 14:50 | COMMENTING EUROCODE 8-1 PROVISIONS RELATED TO STRUCTURAL DAMAGE IN KAHRAMANMARAS EARTHQUAKES M. Moretti | |||||||
14:50 - 15:00 | NUMERICAL MODELING OF DAMAGED BRIDGES IN TURKIYE FOLLOWING THE KAHRAMANMARAS EARTHQUAKE EVENTS A. Martin, E. Jampole, J. Hunt | |||||||
15:00 - 15:10 | SEISMIC PERFORMANCE OF RC BUILDINGS AND HIGHWAY BRIDGES DURING THE KAHRAMANMARAS EARTHQUAKES Y. Demirtas, E. Sulev, O. Tunaboyu, A. Bozer, O. Avsar | |||||||
15:10 - 15:20 | STRATEGIES FOR ENHANCING INDUSTRIAL RESILIENCE AFTER THE 2023 KAHRAMANMARAS, TURKEY EARTHQUAKES F. Sutcu, Z. Tuna Deger | |||||||
15:20 - 15:30 | INVESTIGATION OF STONE MASONRY CONSTRUCTION TECHNIQUES AND MATERIAL PROPERTIES IN HATAY AND OSMANIYE AFTER THE 2023 TURKEY EARTHQUAKE SEQUENCE B. Bozyigit, A. Ozdemir, K. Donmez, K.D. Dalgic, E. Durgut, C. Yesilyurt, Y. Dizgin, C. Yildeniz, M. Ispir, I. Bedirhanoglu, Y.D. Aktas, S. Acikgoz | |||||||
15:30 - 15:40 | RAPID POST-EVENT REPAIR COST ASSESSMENT: THE 2023 KAHRAMANMARAS EARTHQUAKE SEQUENCE S. Majdalaweyh, A. Jayaprakash, S. Dougherty, N. Kishi, E. Tasdemir | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
14:30 - 14:40 | WIDE-AREA DAMAGE PROXY MAPPING BY ALOS-2 SCANSAR IMAGERY ACQUIRED AFTER THE 2023 TURKEY EARTHQUAKES M. Matsuoka, F. Ogushi, N. Nojima, S. Karimzadeh | |||||||
14:40 - 14:50 | POSSIBILITY OF THE EARTHQUAKE EARLY WARNING FOR THE 2023 TURKEY-SYRIA EARTHQUAKE M. Yamada, Y. Xiao, M. Morinaga | |||||||
14:50 - 15:00 | FIELD RECONNAISSANCE OF MARINE FACILITIES IN TURKIYE AFFECTED BY THE FEBRUARY 6, 2023 EARTHQUAKES O. Jaradat, C.E. Ospina, D. Oniz, T. Gur, T. Richards, A. Rhamani, M. Percher, J. Galbraith | |||||||
15:00 - 15:10 | FUNCTIONAL RECOVERY IN THE CONTEXT OF POST-EARTHQUAKE RECONNAISSANCE: CHALLENGES AND OPPORTUNITIES M.S. Speicher, A. Hariri, S. Sattar | |||||||
15:10 - 15:20 | INTERNATIONAL HUMANITARIAN ASSISTANCE ADAPTATION IN THE KAHRAMANMARAS EARTHQUAKE AND THE GREAT EAST JAPAN EARTHQUAKE M. Sakamoto, S. Toprak | |||||||
15:20 - 15:30 | RETHINKING SEISMIC SAFETY: LESSONS FROM THE RECENT EARTHQUAKE CRISIS IN TURKEY C. Oliveira, X. Romão, M. Sério Lourenço, M. Amaral Ferreira, M. Lopes, C. Sousa Oliveira, P. Pimenta | |||||||
15:30 - 15:40 | COMMUNICATION AND COORDINATION IN RESPONSE OPERATIONS: THE KAHRAMANMARAS EARTHQUAKES, 6 FEBRUARY 2023 S. Celik, B. Erkan, L. Comfort | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
RES99 - SEISMIC RESILIENCE OF THE BUILT ENVIRONMENT, COMMUNITIES AND POPULATION | Convenors: R. Pinho, G. Fagà | ||||||||
14:30 - 14:40 | CHANGES IN BUILDING CHARACTERISTICS IN TOKYO METROPOLITAN AREA SINCE THE 1923 GREAT KANTO EARTHQUAKE O. Murao, H. Kato, K. Fujiwara, K. Inagaki, K. Meguro | |||||||
14:40 - 14:50 | DAMAGES TO HISTORIC BUILDINGS CAUSED BY MEGA-EARTHQUAKES IN JAPAN AND TRAJECTORIES OF THEIR MEASURES H. Yokouchi, E. Nishikawa, S. Nishioka, T. Hanazato, K. Yano, Y. Kariya | |||||||
14:50 - 15:00 | LAND USE CHANGES IN RECONSTRUCTED AREAS BEFORE AND AFTER THE 2011 GREAT EAST JAPAN EARTHQUAKE H. Kato, O. Murao | |||||||
15:00 - 15:10 | STUDY ON REQUIREMENTS LEVELS IN TEMPORARY LIVING SPACES AFTER A HUGE EARTHQUAKE A. Hisagi, K. Fujita | |||||||
15:10 - 15:20 | APPLICATION OF SIMPLIFIED SEISMIC EVALUATION METHODS FOR EXISTING RC BUILDINGS IN MYANMAR M. Seki, Y. Nakajima, J. Matsuo, R. Marukawa | |||||||
15:20 - 15:30 | TECHNICAL GUIDELINES FOR THE STRUCTURAL SAFETY VERIFICATION CERTIFICATE IN MEXICO CITY R. Berrón Ruiz, D. González García, R. Solórzano Martínez | |||||||
15:30 - 15:40 | ENHANCING CONSTRUCTION MANAGER COMPETENCIES: CHALLENGES AND EARTHQUAKE-RESILIENT PRACTICES S. Toprak, P. Nowak, S. Demirkesen, O. Seker, E. Sadikoglu, O. Dal | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 23 | ||||||||
RES99 - SEISMIC RESILIENCE OF THE BUILT ENVIRONMENT, COMMUNITIES AND POPULATION | Convenors: R. Pinho, G. Fagà | ||||||||
14:30 - 14:40 | MAINSTREAMING DRR INTO THE DEVELOPMENT PROJECT OF LOCAL GOVERNMENT: A CASE FROM NEPAL R. Mul, D. Maharjan, S. Pradhan, R. Pokhrel | |||||||
14:40 - 14:50 | EARTHQUAKE PREPAREDNESS LEVELS OF PEOPLE AFFECTED BY THE EARTHQUAKE AND AFFECTING FACTORS S. Ucan Yamac, N. Terkes, S. Gocmez | |||||||
14:50 - 15:00 | EARTHQUAKE VICTIMS' EXPERIENCES DURING THE EARTHQUAKE AND LEVEL OF PSYCHOLOGICAL RESILIENCE N. Terkes, H. Darga | |||||||
15:00 - 15:10 | COPING WITH STRESS AND HOPELESSNESS LEVELS OF UNIVERSITY STUDENTS AFFECTED BY THE EARTHQUAKE S. Gocmez, N. Terkes, S. Ucan Yamac | |||||||
15:10 - 15:20 | DOES CHILDREN'S RISK PERCEPTION MATCH THE PHYSICAL VULNERABILITY OF SCHOOLS? IMPACT FOR PREPAREDNESS A. Vasquez, Y. Merino, F. Rivera | |||||||
15:20 - 15:30 | EMERGENCY SHELTER SITE SELECTION IN THE NEIGHBORHOOD LEVEL AND OPTIMAL GUIDANCE OF AFFECTED PEOPLE M. Hosseini, Y. O. Izadkhah, M.H. Shoghi Kalkhoran | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 24 | ||||||||
SDM4 - LOW DAMAGE CONSTRUCTION | Convenors: G.A. MacRae, S. Moghadam, L.-J. Jia | ||||||||
14:30 - 14:40 | DAMAGE AVOIDANCE DESIGN OF NEW AND RETROFITTED STRUCTURES USING INNOVATIVE RESILIENT CONNECTIONS: LA A. Hashemi, T. Fast, C. Dickoff, R. Jackson, H. Mpidi Bita, R. Malczyk, P. Zarnani, P. Quenneville | |||||||
14:40 - 14:50 | DURATION-PERIOD RATIO (DPR) EFFECT ON ESTIMATING STRUCTURE DISPLACEMENTS M. Farshbaf, G. MacRae, A. S. Moghadam, C. Lee, H. Soleinmankhani, T. Chang | |||||||
14:50 - 15:00 | IMPACT OF FRAME ASPECT RATIO ON THE SEISMIC PERFORMANCE OF SELF-CENTERING STEEL PLATE SHEAR WALL S. Arjmandzadeh, R. Sarvghad Moghaddam, G. Muciaccia | |||||||
15:00 - 15:10 | CAPACITY-BASED DESIGN AS A CONSERVATIVE PHILOSOPHY FOR THE SEISMIC DESIGN OF RC CANTILEVER WALLS A. Morales G. | |||||||
15:10 - 15:20 | PARAMETRIC ANALYSIS ON THE SEISMIC PERFORMANCE OF SELF-CENTERING REINFORCED CONCRETE FRAMES F. Bu, X. Lu | |||||||
15:20 - 15:30 | SEISMIC PERFORMANCE OF REPAIRED RC BEAMS WITH PARTIALLY DEBONDED LONGITUDINAL REBARS T. Hattori, T. Maegawa, H. Sakata, Y. Maida | |||||||
15:30 - 15:40 | EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRECAST DRIFT-HARDENING CONCRETE COLUMNS T. Itoh, S. Yuan, K. Satsukawa, Y. Sun | |||||||
15:40 - 15:50 | SEISMIC PERFORMANCE OF SQUARE CONCRETE COLUMNS REINFORCED BY CIRCULARLY ARRANGED WBUHS REBARS G. Li, S. Yuan, T. Takeuchi, J. Zhao, Y. Sun | |||||||
MONITOR 25 | ||||||||
SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
14:30 - 14:45 | EXPERIMENTAL AND NUMERICAL CASE STUDY FOR DAMAGE DETECTION OF SPENT NUCLEAR FUEL CANISTERS M. Aghagholizadeh | |||||||
14:45 - 15:00 | FULLY INTEGRATED HYBRID DIGITAL TWIN SOLUTION R. Boccagna, G. Camata, M. Petracca, M. Bottini, N. Germano, D. Buccella, M. Rossi, M. Di Giorgio | |||||||
15:00 - 15:15 | FULLY PASSIVE WIRELESS INTEGRATED SENSORS FOR THE SHM OF CONCRETE STRUCTURES E. Rossi, C. Humbert, B. Filipitsch, J. Zwatz, N. Randl, P. Nicolay | |||||||
15:15 - 15:30 | MIXED MODE CRACK QUANTIFICATION WITH DISTRIBUTED FIBER OPTIC SENSORS X. Lu, S. Zhang | |||||||
15:30 - 15:45 | MONITORING OF STEEL DETAILS SUBJECTED TO SEISMIC LOADING THROUGH ACOUSTIC EMISSIONS R. Andreotti, G. Zanon, R. Di Filippo, A. Bonelli, O.S. Bursi | |||||||
MONITOR 26 | ||||||||
SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
14:30 - 14:45 | REAL-TIME VISUAL MEASUREMENT FOR SEISMIC RESPONSES OF POWER EQUIPMENT BASED ON SIAMRPN J. Lu, Q. Xie, X.N. Guo | |||||||
14:45 - 15:00 | PERFORMANCE ANALYSIS OF BUILDING CURTAIN WALL PANEL BASED ON IMAGE RECOGNITION TECHNOLOGY Z. Li, W. Lu, X. Zhuo, S. Wang, Z. Yu, W. Yan | |||||||
15:00 - 15:15 | RESEARCH ON THE PEAK STRAIN CAPTURING OF STRUCTURAL SEISMIC RESPONSE X. Zhao, X. Chen, H. Li, C. Zhao | |||||||
15:15 - 15:30 | SIMPLE VIBRATION ANALYSIS OF STIFFENED AQUEDUCT BRIDGE TO CHECK MONITORING DATA T. Suzuki | |||||||
15:30 - 15:45 | STIFFNESS TRACKING IN TIME DOMAIN BASED ON POLY-LINEAR HYSTERESIS APPROXIMATION AND SPARSE MODELING K. Nabeshima | |||||||
MONITOR 27 | ||||||||
SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
14:30 - 14:41 | THE PROJECT EARTHQUAKE RISK ASSESSMENT OF THE CITY OF ZAGREB J. Atalic, M. Savor Novak, M. Uros, M. Banicek, A. Kadic | |||||||
14:41 - 14:52 | EARTHQUAKE RISK IN ZAGREB: INITIAL VULNERABILITY ASSESSMENT AND VALIDATION WITH POST-EARTHQUAKE DATA N. Rakas, I. Kosalec, M. Banicek, M. Uros, J. Atalic, M. Savor Novak | |||||||
14:52 - 15:03 | COMPARISON OF SCENARIO-BASED AND TIME-BASED SEISMIC RISK ASSESSMENT: A CASE STUDY IN MONTENEGRO N. Serdar, J. Pejovic | |||||||
15:03 - 15:14 | PROBABILISTIC EARTHQUAKE RISK ASSESSMENT FRAMEWORK FOR UGANDA: EVENT-BASED MODELLING APPROACH M. Oleng, Z. Ozdemir, K. Pilakoutas | |||||||
15:14 - 15:25 | EXPOSURE MODELING OF SCHOOL BUILDINGS IN NORTH MACEDONIA L. Jusufi, R. Apostolska | |||||||
15:25 - 15:36 | EXTENDING SEISMIC RISK MODELS TO ASSESS REGIONAL RECOVERY CAPABILITIES: THE CASE OF SWITZERLAND N. Blagojevic, A. Papadopoulos, L. Danciu, B. Stojadinovic | |||||||
15:36 - 15:47 | INTEGRATING THE URBAN-SCALE SEISMIC RISK MODEL OF BASEL WITH THE NATIONAL RISK MODEL OF SWITZERLAND A. Imtiaz, A.N. Papadopoulos, D. Fäh | |||||||
MONITOR 28 | ||||||||
SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
14:30 - 14:41 | INVESTIGATING HAZARD UNCERTAINTY AND ITS EFFECTS ON NATIONAL SEISMIC RISK & LOSS ASSESSMENT A. Gkimprixis | |||||||
14:41 - 14:52 | ASSESSING SEISMIC RISK FOR EFFECTIVE DISASTER MANAGEMENT AT AN URBAN SCALE IN EL SALVADOR A. López, L. Mixco, M. López, S. Flores, A. Martínez, A. Calderón, C. Yepes-Estrada, V. Silva | |||||||
14:52 - 15:03 | NATIONAL EXPOSURE MODEL FOR INDUSTRIAL STRUCTURES IN CHILE F. Sanchez, H. Santa Maria, P. Aguirre | |||||||
15:03 - 15:14 | COMPARATIVE ANALYSIS OF GLOBAL AND LOCAL MODELS FOR SEISMIC HAZARD, EXPOSURE DATA, AND VULNERABILITY IN SEISMIC RISK ASSESSMENT M.G. Bryndísardóttir, B. Bessason, C.Y. Tsai | |||||||
15:14 - 15:25 | USE OF THE ANALYTICAL-MECHANICAL DBV-MASONRY MODEL FOR RISK STUDIES AT NATIONAL AND REGIONAL SCALE S. Cattari, S. Alfano | |||||||
15:25 - 15:36 | TOOLS FOR SEISMIC RISK ASSESSMENT ON DIFFERENT ASSET TYPES M. Faravelli, B. Borzi, M. Onida, M. Pagano, D. Intermite | |||||||
15:36 - 15:47 | PRELIMINARY NATION-WIDE RISK-INFORMED PRIORITIZATION OF STRATEGIC BUILDINGS: ROLE OF INPUT PARAMETER A. Fumai, N. Caterino, F. Parisi |
WEDNESDAY | 9:00 - 10:15 |
SPACE 1 | ||||||||
SDM12 - RELIABLE AND EFFICIENT MODELS FOR NONLINEAR SEISMIC ANALYSES OF RC STRUCTURES | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
09:00 - 09:10 | A MODELING APPROACH FOR RC PLANE FRAMES WITH DEFORMABLE BEAM-COLUMN JOINTS M.G. Mulas, L. Candido, F. Camposeo | |||||||
09:10 - 09:20 | A NOVEL FINITE ELEMENT MODEL FOR RC STRUCTURAL WALLS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
09:20 - 09:30 | APPLICATION OF A SIMPLIFIED MODEL FOR LARGE-SCALE RISK ASSESSMENT OF RC-MRF BUILDINGS W. Shao, F. De Luca, R. De Risi, V. Blasone, E. Spacone | |||||||
09:30 - 09:40 | BAYESIAN FINITE ELEMENT UPDATING OF REINFORCED CONCRETE WALLS L. Sun, E. Simbort, J. Conte, M. Ramancha, G. Camata, M. Petracca, M. Todd, M. Kurumbhati, J. Restrepo | |||||||
09:40 - 09:50 | MODELING OF AN RC BUILDING USING VARIOUS COMMERCIAL PROGRAMS FOR SEISMIC EVALUATION AND RETROFIT P. Ranchal, D. Gaspar, R. Wang, D. Miller, A. Deb, T. Bolden, I. Kim | |||||||
09:50 - 10:00 | NUMERICAL SIMULATION OF PERUVIAN RC WALL BUILDINGS USING AN EFFICIENT BEAM-BASED MODEL G. Loa, J. Murcia-Delso, N. Tarque | |||||||
10:00 - 10:10 | EFFICIENT SHEAR-FLEXURE INTERACTION MODEL FOR 3D ANALYSIS OF PLANAR AND FLANGED RC WALLS K. Kolozvari, L. Massone, C. Lopez | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD7 - RECENT ADVANCES IN RESPONSE MODIFICATION DEVICES AND STRATEGIES | Convenors: K. Kalfas, N. Makris, M. Aghagholizadeh | ||||||||
09:00 - 09:10 | COMPONENT TESTING OF COST-EFFECTIVE PRESSURIZED SAND-DAMPERS K. Kalfas, N. Makris | |||||||
09:10 - 09:20 | MODELING OF A THERMOPLASTIC-POLYURETHANE AND ITS POTENTIAL FOR ENERGY DISSIPATION DEVICES S. Reyes, E. Lopez, M. Vassiliou, D. Konstantinidis | |||||||
09:20 - 09:30 | MIXED LAGRANGIAN FORMULATION FOR MODELLING NON-SMOOTH BEHAVIOUR OF CLUTCHING INERTERS Y. Zhang, O. Lavan, C. Málaga-Chuquitaype | |||||||
09:30 - 09:40 | PERFORMANCE OF A HYDRAULIC INERTER DAMPER INCORPORATED INTO A HIGH-RISE BUILDING N. Oie, H. Kida, K. Ikago, N. Inoue | |||||||
09:40 - 09:50 | SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES ADOPTING WIRE ROPE ISOLATORS AS RE-CENTERING DEVICES R. Capuano, N. Vaiana, L. Rosati | |||||||
09:50 - 10:00 | FRICTION-BASED CONNECTIONS: MATERIALS, DESIGNS, MANUFACTURING, SIMULATIONS, AND EXPERIMENTS G. Tsampras, K. Chen, D. Tran, A. Roobol | |||||||
10:00 - 10:10 | SEISMIC PERFORMANCE STUDY ON CONCRETE-FILLED CORRUGATED WEBS COMPOSITE COUPLING BEAMS Y. Liu, F.F. Sun, L.H. Jiao, H.K. Pan | |||||||
10:10 - 10:20 | SEISMIC RESPONSE MITIGATION OF ONSHORE WIND TURBINES USING A TWO-TERMINAL TUNED INERTER DAMPER G. Alotta, C. Biondo, A. Giaralis, G. Failla | |||||||
BROWN 1 | ||||||||
GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
09:00 - 09:10 | TOWARDS PARTIALLY NONERGODIC PSHA IN SOUTHERN CALIFORNIA: EPISTEMIC UNCERTAINTY AND EXAMPLES G. Parker, K. Withers, A. Baltay, E. Thompson | |||||||
09:10 - 09:20 | ERGODIC MHVR-BASED SITE TERMS FOR DEVELOPING TAIWAN NON-ERGODIC GMPE C.C. Hsu, S.H. Chao, C.M. Lin, J.Y. Haung | |||||||
09:20 - 09:30 | SCALABLE NON-ERGODIC GROUND-MOTION MODELING WITH PHYSICS-INFORMED KERNELS AND CONTINUOUS UPDATING G. Lavrentiadis, D. Asimaki, H. Owhadi | |||||||
09:30 - 09:40 | EXPLORING THE APPLICABILITY OF AN ITALIAN GROUND MOTION MODEL IN LOW-TO-MODERATE SEISMICITY REGIONS f. Ramadan, G. Lanzano, F. Pacor, C. Smerzini, C. Felicetta, P. Traversa | |||||||
09:40 - 09:50 | FLAT FILE OF K-NET AND KIK-NET STRONG-MOTION RECORDS N. Morikawa, A. Iwaki, H. Fujiwara, S. Akiyama, T. Maeda, H. Kubo, S. Aoi, T. Hayakawa, M. Takahashi, K. Kato, Y. Tomozawa, F. Suzuki, K. Motoki, T. Iida, T. Sato, T. Ishii, J. Miyakoshi, N. Shimazu, A. Oana, T. Hayashi, N. Kishida, T. Okazaki, H. Si, H. Matsuyama, S. Midorikawa | |||||||
09:50 - 10:00 | REGIONAL CUSTOMIZATION OF GLOBAL SUBDUCTION GROUND MOTION MODELS FOR CHILE V. Contreras, J. Stewart | |||||||
10:00 - 10:10 | RECENT DEVELOPMENT OF CHINA STRONG-MOTION STATIONS SITE DATABASE(CNSDB) K. Ji, Y.F. Ren, Y.T. Zhang, X.X. Yao, C.B. Zhu, R.Z. Wen | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
BROWN 2 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:10 | ATC 153 - RESEARCH PLAN FOR THE STUDY OF PRE-NORTHRIDGE WELDED COLUMN SPLICES AND WEAK PANEL ZONES J. Malley | |||||||
09:10 - 09:19 | HIGH-FIDELITY MODELING OF FRACTURE-CRITICAL WELDED STEEL BEAM-TO-COLUMN CONNECTIONS F.A. Galvis, G.G. Deierlein, C. Molina Hutt, J.W. Baker | |||||||
09:19 - 09:28 | ADVANCES IN DIAPHRAGM DESIGN IN STEEL FRAME STRUCTURES S. Alizadeh, G. MacRae, K. Andisheh, D. Bull | |||||||
09:28 - 09:37 | PANEL ZONE AND COLUMN RESPONSE IN A SHAKE-TABLE TEST ON A 10-STORY STEEL MOMENT-RESISTING FRAME J. Li, J. Fujiwara, K. Kajiwara, A. Kishida, R. Nishi, T. Okazaki, T. Nagae, J. Jin, T. Asai | |||||||
09:37 - 09:46 | PROPOSED WEB SLENDERNESS REQUIREMENTS FOR INELASTIC PANEL ZONES IN STEEL MOMENT RESISTING FRAMES C. Wen, A. Skiadopoulos, D. Lignos | |||||||
09:46 - 09:55 | SEISMIC RESPONSE ANALYSIS FOR FRACTURE ASSESSMENT OF MOMENT FRAME CONNECTIONS WITH BOX COLUMNS H. Yasumoto, A. Kanvinde | |||||||
09:55 - 10:04 | STUDY ON BOLTED STEEL BEAM-TO-COLUMN CONNECTIONS WITH LEVER ARMS AND ROUND STEEL BAR DAMPERS S. Takeuchi, S. Zhang, X. Chen, H. Tagawa | |||||||
10:04 - 10:15 | DISCUSSION | |||||||
AMBER 1 | ||||||||
SHR5 - FORWARD-LOOKING EARTHQUAKE RISK MODELLING AND QUANTIFICATION: RECENT ADVANCES AND PERSPECTIVES | Convenors: C. Galasso, G. Cremen, V. Silva | ||||||||
09:00 - 09:12 | ASSESSING FUTURE EXPOSURE TO EARTHQUAKE HAZARD A. Calderon, V. Silva, C. Yepes-Estrada | |||||||
09:12 - 09:24 | PROBABILISTIC, TIME-EVOLVING INVENTORIES AND HIGH-RESOLUTION MODELS IN REGIONAL RISK ASSESSMENT A. Zsarnoczay, G.G. Deierlein | |||||||
09:24 - 09:36 | REGIONAL SEISMIC RISK ASSESSMENT INCLUDING LIQUEFACTION AND SEA LEVEL RISE E. Mongold, J. Sobers, J.W. Baker | |||||||
09:36 - 09:48 | CAPTURING DYNAMIC RELATIONSHIPS BETWEEN BUILT AND NON-BUILT ENVIRONMENTS FOR SEISMIC RISK ASSESSMENT C. Wang, T. Logan, G. Cremen | |||||||
09:48 - 10:00 | ACCOUNTING FOR SOCIAL EQUITY IN THE DISASTER RISK MODELING FRAMEWORK S. Loos, R. Soden, K. Barns, D. Lallemant, J. West | |||||||
10:00 - 10:12 | THE BENEFITS OF RISK-MITIGATION STRATEGIES ON PRESENT AND FUTURE SEISMIC LOSSES IN KATHMANDU VALLEY C. Mesta, G. Cremen, C. Galasso | |||||||
10:12 - 10:24 | MULTI-RISK ASSESSMENT FOR URBAN SETTLEMENTS: FRAMEWORK TO IDENTIFY AND MODEL CRITICAL URBAN CONTEXTS M. Polese, M. Losasso, A. Pirni, M. Pittore, L. Pozza, A. Prota, G. Tocchi, D. Vettorato | |||||||
AMBER 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | A TEMPORAL FUSION TRANSFORMER FOR TIME HISTORY RESPONSE PREDICTION WITH STRUCTURAL STATIC COVARIATES Z.H. Li, Q.T. Yang, Z. Wang, Q.X. Deng, Y.X. Gong, J. Teng | |||||||
09:12 - 09:24 | NEAR REAL-TIME LIQUEFACTION PREDICTION MODELING USING MACHINE LEARNING C. Varone, F. Mori, A. Mendicelli, G. Ciotoli, G. Naso, M. Moscatelli | |||||||
09:24 - 09:36 | EARTHQUAKE FAULT MECHANISM PREDICTION USING AI ALGORITHMS APPLIED TO STRONG MOTION RECORDS F. Y épez, D. Benítez, N. Perez, F. Grijalva | |||||||
09:36 - 09:48 | DEEP LEARNING-BASED MODAL COMBINATION RULE FOR RESPONSE SPECTRUM ANALYSIS OF BUILDING STRUCTURES T. Kim, O. Kwon, J. Song | |||||||
09:48 - 10:00 | DEVELOPMENT OF A MACHINE-LEARNING-BASED WEB APPLICATION TOOL FOR PARAMETRIC DAMPER DESIGN Y. Terazawa, T. Takeuchi, T. Miyazaki, Y. Ichikawa, R. Tomioka, K. Goto | |||||||
10:00 - 10:12 | AN ACTIVE-LEARNING-BASED ESTIMATION OF PLASTIC HINGE PARAMETERS IN RC COLUMNS THROUGH RANDOM FOREST P.Y. Chen, K.C. Lee | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
AMBER 3 | ||||||||
EVO7/8 - SHAPING THE FUTURE: EXPLORING INNOVATIONS AND ADVANCEMENTS IN EARTHQUAKE ENGINEERING | Convenors: A. Furtado, D. Gautam, C. Del Gaudio, J. Melo, V. Sangiorgi | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | RISK-INFORMED STRUCTURAL DESIGN OF THE FUTURE. C. Ruiz, M. Ordaz | |||||||
09:15 - 09:25 | PAVING THE WAY TO USE HIGH-STRENGTH REINFORCING STEEL IN COLD SEISMIC REGIONS L. Espinosa Otalora, M. Kowalsky | |||||||
09:25 - 09:35 | ASSESSMENT OF POST-EARTHQUAKE FIRE CAPACITY OF RC FRAMES WITHOUT SEISMIC DESIGN H. Vitorino, P. Vila Real, C. Couto, H. Rodrigues | |||||||
09:35 - 09:45 | EXPERIMENTAL CHARACTERIZATION OF INFILL WALLS RETROFITTED WITH NOVEL HOLISTIC TECHNIQUES A. Furtado, H. Rodrigues, A. Arêde, H. Varum | |||||||
09:45 - 09:55 | LARGE-SCALE TESTING OF 3D PRINTED CONCRETE STRUCTURAL WALLS FOR SEISMIC APPLICATIONS M. Aghajani Delavar, P. Sideris | |||||||
09:55 - 10:05 | SHAKE TABLE TESTS OF CONCRETE COLUMNS WITH HIGH STRENGTH STEEL REINFORCEMENT E. Campos, M. Kowalsky, D. Overby, L. Barcley, J. Thangjitham | |||||||
10:05 - 10:15 | PARAMETRIC SYSTEM IDENTIFICATION OF A SUSPENSION BRIDGE D. Gautam, R. Adhikari, S. Olafsson, R. Rupakhety | |||||||
AMBER 4 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:11 | 06 FEBRUARY 2023 SE TÜRKIYE EARTHQUAKES: CHALLANGES AND LESSONS LEARNED IN TSUNAMI EARLY WARNING M.D. Cambaz, F. Turhan, C. Özer Sözdinler, A.C. Yalciner, A.M. Suvarikli, A. Koseoglu, D. Aksari, F. Ozdemir, Z. Ogutcu, K. Kiransan, M. Kara, M. Ozer, F. Akkoyunlu, M. Denktas, M. Gul, M. Esen, O. Cok, P. Deniz Hisarli, R. Polat, S. Isik, T. Ergun, U. Teoman, Y. Gunes, S. Altuncu Poyraz, K. Kekovali, D. Kalafat, H. Ozener | |||||||
09:11 - 09:20 | FRAMEWORK TO DEVELOP WARNING SYSTEM FOR VOLCANIC TSUNAMIS: CASE OF ANAK KRAKATAU VOLCANO, INDONESIA E. Juanara, C.Y. Lam | |||||||
09:20 - 09:29 | DISASTER DIGITAL TWIN FOR ENHANCING RESILIENCE OF TSUNAMI DISASTER RESPONSE SYSTEM S. Koshimura, E. Mas, A. Musa, B. Adriano | |||||||
09:29 - 09:38 | A STUDY ON OUT-OF-PLANE FLEXURAL STRENGTH OF REINFORCED CONCRETE WALLS SUBJECTED TO TSUNAMI LOADS T. Kabeyasawa, M. Komatsu, T. Kabeyasawa | |||||||
09:38 - 09:47 | THE MAKEWAVES TSUNAMI TESTS AND THEIR RELEVANCE TO TSUNAMI ENGINEERING AND RISK MANAGEMENT T. Rossetto, I. Chandler, K. Adams, J. Cels, A. Antonini, I. van Balen, M. Baiguera, E. Buldakov, D. McGovern, M. DelZoppo, W. Allsop, S. Roberts, A. Raby, D. Istrati, Z. Jannah Nur, S. Lopez-Querol, H. Baskaran, J. Melo, D. Wüthrich, I. Barranco, J. Harris, I. Eames, M. Piggott, P. Salah, S. Boulton | |||||||
09:47 - 09:56 | ENHANCED ANALYTICAL METHODS AND A NOVEL STRUCTURAL TSUNAMI RESPONSE ANALYSIS TOOLKIT J. Cels, T. Rossetto, M. Del Zoppo, M. Baiguera | |||||||
09:56 - 10:05 | LARGE SCALE EXPERIMENTAL TESTING OF BRIDGE DECK-TO-PIER CONNECTIONS UNDER TSUNAMI LOADING R. Pagel, A. Palermo, I. Robertson, G. De Francesco | |||||||
10:05 - 10:14 | STUDY ON BUILDING STRUCTURAL SAFETY AGAINST COLLISION OF TSUNAMI-DRIVEN SHIP T. Asai, K. Matsukawa, Y. Nakano | |||||||
10:14 - 10:15 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR11 - ADVANCES IN THE SEISMIC HAZARD AND RISK ASSESSMENT OF NUCLEAR POWER PLANTS | Convenors: D. Vamvatsikos, P. Bazzurro, I. Zentner | ||||||||
09:00 - 09:09 | INTRODUCTION | |||||||
09:09 - 09:20 | METIS PROJECT: GEM'S CONTRIBUTIONS TO THE HAZARD WORK PACKAGE M. Pagani, R. Styron, M. Villani, K. Johnson, M. Simionato | |||||||
09:20 - 09:31 | FRAMEWORK TO INTRODUCE SITE RESPONSE IN SEISMIC RISK ASSESSMENT AND APPLICATION TO METIS CASE STUDY V. Alves Fernandes, M. Korres, I. Zentner | |||||||
09:31 - 09:42 | SIMULATION OF A SCENARIO DATABASE OF SYNTHETIC GROUND MOTIONS FOR SITE-SPECIFIC EARTHQUAKE RESPONSE L.G. Alvarez Sanchez, I. Zentner | |||||||
09:42 - 09:53 | IMPORTANCE OF HAZARD-CONSISTENT RECORD SELECTION FOR THE RISK ASSESSMENT OF NPP COMPONENTS N. Sipcic, P.A. De Quevedo Iñarritu, M. Kohrangi, P. Bazzurro | |||||||
09:53 - 10:04 | SEISMIC RESPONSE PREDICTION OF AN ADVANCED GAS-COOLED REACTOR CORE MODEL WITH DEGRADED COMPONENTS T. Gokce, A. Crewe, R.E. White, M. Dietz, T. Horseman, L. Dihoru | |||||||
10:04 - 10:15 | SOME REMARKS ON FRAGILITY CURVES DERIVED USING ALTERNATIVE PROBABILISTIC DEMAND MODELS D. Skoulidou, X. Romao | |||||||
AMBER 6 | ||||||||
CHH2 - HISTORICAL MASONRY STRUCTURES: NEW EXPERIMENTAL RESULTS & COMPARATIVE SIMULATIONS | Convenors: K. Beyer, A. Penna, M. DeJong | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:17 | FINITE-DISCRETE ELEMENT MODELLING OF MULTIPLE SHAKE TABLE TESTS ON UNREINFORCED MASONRY PROTOTYPES O. AlShawa, D. Liberatore, L. Sorrentino | |||||||
09:17 - 09:31 | REDUCING THE DISPERSION IN NUMERICAL PREDICTIONS OF URM BUILDINGS: FEASIBLE OR IMPOSSIBLE CHALLENGE? S. Cattari | |||||||
09:31 - 09:45 | SEISMIC POUNDING ANALYSIS OF OLD UNREINFORCED MASONRY STRUCTURES USING DISTINCT ELEMENT MACRO-MODELS Z. Zhang, L. Davis, M.J. DeJong, D. Malomo | |||||||
09:45 - 09:55 | PUSHOVER AND TIME-HISTORY ANALYSIS OF ADJACENT STONE MASONRY UNITS BY 2D RIGID BLOCK MODELING R. Gagliardo, M. Godio, F.P.A. Portioli, R. Landolfo | |||||||
09:55 - 10:05 | LESSONS LEARNED FROM A PREDICTION AND POSTDICTION OF A SHAKE TABLE TEST ON A MASONRY AGGREGATE I. Tomic, K. Beyer | |||||||
10:05 - 10:15 | DISTINCT ELEMENT MODELLING OF ANCIENT MASONRY SEISMIC BEHAVIOUR: DISCRETISATION AND INTERFACE IMPACT P. Meriggi, A. Montabert, F. Alber, C. Giry, G. de Felice | |||||||
AMBER 7 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
09:00 - 09:10 | CENTRIFUGE MODEL TESTS AND NUMERICAL SIMULATIONS OF IRRIGATION DAMS DURING EARTHQUAKE S.S. Suzuki, K. Fukuda, H. Ishikawa, N. Takahashi | |||||||
09:10 - 09:20 | DECONVOLUTION OF REAL AND ARTIFICIAL ACCELERATIONS FOR DYNAMIC ANALYSIS OF DAMS M. Poul, M.A. Hariri-Ardebili | |||||||
09:20 - 09:30 | NON-LINEAR SEISMIC ANALYSIS OF CONCRETE GRAVITY DAM USING TIME DOMAIN SPECTRAL FINITE ELEMENT METHOD A. Sarkar, A. Bagchi | |||||||
09:30 - 09:40 | LOW-TO-HIGH FIDELITY TRANSFORMATION FUNCTION FOR THE SEISMIC FRAGILITY ASSESSMENT OF GRAVITY DAMS R.J. de Almeida Torres Filho, R.L. Segura, P. Paultre | |||||||
09:40 - 09:50 | DAM PORTFOLIO ASSESSMENT FOR RISK INFORMED DECISION MAKING T. Elkhoraibi, A. Hashemi, A. Kottke, Y. Arici | |||||||
09:50 - 10:00 | NEW EFFICIENT METHODS FOR THE SEISMIC ANALYSIS OF DAMS AND THEIR APPURTENANT STRUCTURES N. Bouaanani, R. Kouhdasti | |||||||
10:00 - 10:10 | IMPACTS OF THE FEBRUARY 06, 2023, TURKEY EARTHQUAKE SEQUENCES ON RISK ASSESSMENT OF EMBANKMENT DAMS H. Tosun, M.A. Hariri-Ardebili | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
AMBER 8 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
09:00 - 09:15 | SITE RESPONSE ANALYSES FOR IMPROVING GROUND MOTION CHARACTERIZATION OF THE 2016 AMATRICE EARTHQUAKE S. Ciaglia, M. De Iuliis, V. Gattulli, A. Pagliaroli, F. Potenza, S. Amoroso | |||||||
09:15 - 09:27 | INTEGRATING PERFECTLY MATCHED LAYER THEORY AS ABSORBING BOUNDARY CONDITIONS IN MATERIAL POINT METHOD J. Kurima, B. Chandra, K. Soga | |||||||
09:27 - 09:39 | BOUNDARY CONDITIONS FOR 2D SITE RESPONSE ANALYSIS IN OPENSEES M. Eskandarighadi, C. McGann | |||||||
09:39 - 09:51 | APPLICATION OF EMR METHOD TO RETRIEVE THE VELOCITY STRUCTURES IN THE AMATRICE AREA,CENTRAL ITALY E. Ito, D. Famiani, G. Cultrera, S. Hailemikael, G. Milana, H. Kawase | |||||||
09:51 - 10:03 | DEVELOPMENT OF VS30 MAPS USING MICROTREMORS IN BHUTAN T. Hayashida, N. Nepal, K. Namgay, D. Drukpa, P. Pelgay, S. Ohmi, H. Inoue | |||||||
10:03 - 10:15 | ESTIMATION OF SITE ATTENUATION PARAMETER FOR SITE RESPONSE ANALYSIS IN UAE S. Anamangadan, T. Kishida, F. Bouchaala | |||||||
SUITE 6 | ||||||||
SDM5 - ROCKING BUILDINGS - THE ELUSIVENESS OF IMPLEMENTATION | Convenors: M. Speicher, C. Segura | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | ROCKING SYSTEMS FOR BUILDING STRUCTURES: A REVIEW M. Froozanfar, S. Moradi, R. Kianoush | |||||||
09:15 - 09:25 | TYPOLOGY STUDY COMPARING CONVENTIONAL AND ROCKING CONCRETE WALL PERFORMANCE D. Mar, M. Speicher, C. Segura, N. Makris, S. Basereh | |||||||
09:25 - 09:35 | TOWARDS CANADIAN DESIGN GUIDANCE FOR CONTROLLED ROCKING BRACED FRAMES: LOW-RISE BUILDING EXAMPLE L. Wilson, T. Steele, C. Yang, L. Wiebe | |||||||
09:35 - 09:45 | PRACTICAL DESIGN OF FORCE-LIMITING CONNECTIONS FOR BUILDINGS WITH REDUCED HIGHER-MODE RESPONSES G. Tsampras, R. Sause | |||||||
09:45 - 09:55 | ROCKING CHARACTERISTICS OF THE 2023 TURKEY-SYRIA EARTHQUAKE T. Ther, L.P. Kollar | |||||||
09:55 - 10:05 | SEISMIC RESPONSE ANALYSIS OF ROCKING WALL FRAME STRUCTURES CONSIDERING SSI EFFECT D. He, P. Li | |||||||
10:05 - 10:15 | HWBBF SEISMIC PERFORMANCES INVESTIGATION CONSIDERING DIFFERENT DESIGN METHODS AND STRUCTURE HEIGHTS Z. Zhang, Y. Feng, L. Cao | |||||||
SUITE 7 | ||||||||
CMS12 - SEISMIC BEHAVIOUR OF INNOVATIVE DUCTILE AND NON-INTERACTING INFILLS | Convenors: R. Milanesi, M. Marinkovic, A. Stavridis | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:12 | DEFORMABLE MASONRY INFILLS: A STATE OF THE ART REVIEW M. Preti | |||||||
09:12 - 09:21 | IN-PLANE AND OUT-OF-PLANE BEHAVIOUR OF THE DAMPED MASONRY INFILL WALL: STATE OF THE ART Z. Chen, Y. Zhou, M. DeJong, Y. Guo, C. Zhang | |||||||
09:21 - 09:30 | MASONRY INFILLS WITH SLIDING JOINTS: CONCEIVING, TESTING, MODELLING, DESIGN AND ECONOMIC ADVANTAGES R.R. Milanesi, L. Albanesi, C.F. Manzini, P. Morandi, G. Magenes | |||||||
09:30 - 09:39 | EXPERIMENTAL INVESTIGATION OF THE SEISMIC PERFORMANCE OF MASONRY INFILLS WITH SLIDING SUBPANELS X. Gao, A. Stavridis, V. Bolis, M. Preti, R. Raman | |||||||
09:39 - 09:48 | INNOVATIVE SOLUTION FOR DECOUPLING RC FRAMES FROM MASONRY INFILLS WITH OPENINGS: EXPERIMENTAL RESULTS M. Marinkovic, C. Butenweg, A. Milijas, M. Gams | |||||||
09:48 - 09:57 | SHAKE TABLE TESTS AND DFEMS OF SLIT-MASONRY INFILLED RC FRAMES WITH ISOLATION GAPS T.Y. Yuen, T. Wen, T. Deb, H. Zhang | |||||||
09:57 - 10:06 | FEASIBILITY STUDY ON RC MOMENT-RESISTING FRAMES INFILLED WITH CLT PANELS Y. Sanada, S. Pradhan, R. Yoon, H. Isoda, J. Sakuta, T. Ohta, N. Kikuchi, S. Takabatake | |||||||
10:06 - 10:15 | SEISMIC PERFORMANCE ASSESSMENT OF ALL-MASONRY INFILLED FRAMES Y. Liu, S. Roosta | |||||||
SUITE 8 | ||||||||
REC2 - EARTHQUAKES IN THE BALKAN REGION: CONSEQUENCES, LESSONS, RECOVERY, AND RESILIENCE | Convenors: S. Brzev, V. Shendova, M. Savor Novak | ||||||||
09:00 - 09:10 | LESSONS LEARNED FROM THE DEVASTATING EARTHQUAKES IN CROATIA IN 2020 M. Uros, J. Atalic, M. Savor Novak, M. Demsic, M. Banicek, A. Kadic | |||||||
09:10 - 09:20 | COMMEMORATION OF THE 60TH ANNIVERSARY OF SKOPJE EARTHQUAKE BY ENHANCING THE SOCIETY RESILIENCE V. Sesov, Z. Rakicevic, V. Shendova, A. Bogdanovic, R. Shalic-Makreska, M. Vitanova, M. Stojmanovska | |||||||
09:20 - 09:30 | MAIN FINDINGS OF THE SUZI-SAEE RECONNAISSANCE MISSIONS IN ALBANIA 2019 AND PETRINJA 2020 EARTHQUAKES M. Marinkovic, N. Blagojevic, I. Milicevic, S. Brzev | |||||||
09:30 - 09:40 | THE ULTIMATE DATABASE OF STRUCTURES IN CROATIA INITIATED BY 2020 EARTHQUAKES J. Atalic, M. Savor Novak, M. Uros, M. Banicek, A. Kadic, N. Rakas, I. Kosalec, T. Holger Taetzsch, M. Mrkonjic, M. Loncar-Jamicic | |||||||
09:40 - 09:50 | TAXONOMY OF CONCRETE BUILDINGS AND THEIR PERFORMANCE DURING THE EARTHQUAKE OF 26 NOVEMBER 2019 R. Luka, M. Baballeku, K. Shaholli, R. Haziraj | |||||||
09:50 - 10:00 | RECENT EARTHQUAKES IN NORTH MACEDONIA: DAMAGES, LESSONS, POST-EARTHQUAKE INTERVENTIONS, RESILIENCE G. Jekic, V. Shendova, R. Apostolska | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
SUITE 9 | ||||||||
GEO2 - UNDERGROUND STRUCTURES IN LIQUEFIABLE GROUND | Convenors: Y. Yuan, R. Cudmani, A. Flora | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | NUMERICAL MODELLING OF SOIL LIQUEFACTION-INDUCED TUNNEL UPLIFT S. Chrisopoulos, M. Niebler, R. Cudmani, Y. Yuan | |||||||
09:12 - 09:21 | EVALUATION OF SEEPAGE AND SEISMIC BEHAVIOR BASED ON EFFECTIVE STRESS ANALYSIS OF UNSATURATED SOIL Y. Takada, T. Sasaki, K. Ito | |||||||
09:21 - 09:30 | A STABILIZED COUPLED ELEMENT AND ITS APPLICATION IN THE SSI PROBLEM IN LIQUEFIABLE GROUNDS Z. Fan, R. Cudmani, Y. Yuan | |||||||
09:30 - 09:39 | DESIGN AND DEVELOPMENT OF EQUIPMENT FOR BIDIRECTIONAL 1-G SHAKING TABLE TESTS OF SATURATED FIELDS Z. Fan, R. Cudmani, Y. Yuan | |||||||
09:39 - 09:48 | DEFORMATION OF UTILITY TUNNELS IN LAYERED LIQUEFIABLE DEPOSITS CORRELATED TO GROUND MOTION INTENSITY Y. Li, H. Yu, Y. Yuan | |||||||
09:48 - 09:57 | NUMERICAL STUDY ON A SHALLOW TUNNEL IN LIQUEFIABLE GROUND SUBJECT TO MULTIPLE SHAKINGS J. Zhang, E. Bilotta, Y. Yuan | |||||||
09:57 - 10:06 | RESEARCH ON MECHANISM AND TRIGGER CONDITIONS OF FLOW-SLIDE ON GENTLE SLOPES CAUSED BY THE EARTHQUAKE Y. Guan, Z. Li, S. Zhang, S. Zhang, X. Yuan | |||||||
10:06 - 10:15 | 1-G SHAKING TABLE TESTS ON THE DYNAMIC RESPONSES OF A SATURATED FIELD UNDER CONSECUTIVE EARTHQUAKES X.H. Xiong, Z.X. Fan, R. Cudmani, Y. Yuan |
WEDNESDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
AIM2 - MACHINE LEARNING AND AI METHODS FOR RISK ANALYSIS OF MAJOR HAZARD PROCESS FACILITIES | Convenors: F. Paolacci, O. Bursi, M. Fragiadakis | ||||||||
09:00 - 09:15 | MACHINE-LEARNING-BASED FRAGILITY CURVES FOR UNANCHORED LIQUID STORAGE TANKS M. Seyed Razzaghi, R. Pir Mohammad Jamaat, S. Miladi, A. Pir Mohammad Jamaat | |||||||
09:15 - 09:30 | HIGH-EFFICIENCY FRAGILITY ANALYSIS METHOD OF NPP EQUIPMENT BASED ON ADAPTIVE ANN H.Q. Liu, S.L. Chen | |||||||
09:30 - 09:45 | OPTIMIZING ROOFING DETERIORATION PREDICTION: A MACHINE LEARNING APPROACH ENHANCED BY GENETIC ALGORITHMS M. Al-Kasasbeh, R. Al mamlook, M. AlKasasbeh, M. Al-Ghadi, N. Halalsheh | |||||||
09:45 - 10:00 | LEVERAGING ARTIFICIAL INTELLIGENCE (AI) AND MACHINE LEARNING (ML) IN NATURAL HAZARDS ENGINEERING A. Shehadeh, O. Alshboul | |||||||
10:00 - 10:15 | HYPER-PARAMETER OPTIMIZATION OF DEEP CONVOLUTIONAL NEURAL NETWORK FOR ROAD PAVEMENT CRACK DETECTION M. Al-Kasasbeh, R. AlJaraedah, G. Almasabbha, R. Al mamlook | |||||||
MONITOR 2 | ||||||||
ASR6 - REPAIR & STRENGTHENING OF RC STRUCTURES: BEHAVIOUR, MODELLING AND DESIGN OF INTERFACES | Convenors: V. Palieraki, E. Vintzileou | ||||||||
09:00 - 09:10 | STRENGTHENING OF EXISTING RC FLOORS BY GLUED SLAB WITH G-FRP MESH A.P. Piccolo, D. Brigante, F. Fabbrocino, A. Formisano | |||||||
09:10 - 09:20 | LATTICED STEEL JACKETING FOR STRENGTHENING REINFORCED CONCRETE COLUMNS S.M. Alcocer, J. Andrade, S. Palma, V. González, J. Alcaraz Vãsquez, A. Gomez-Diaz, K. Sosa, D. Muriã Vila, E. Vasquez | |||||||
09:20 - 09:30 | RC T-BEAMS STRENGTHENED WITH STEEL-REINFORCED UHPC UNDER NEAR-FAULT AND FAR-FAULT GROUND MOTIONS: A NUMERICAL STUDY Y. Haryanto, H. Hu, F. Hsiao, A.L. Han, L. Nugroho, M. Wu, C. Lin, H. Prasetijo | |||||||
09:30 - 09:39 | EXPERIMENTS AND MODELING OF CONCRETE CONFINED WITH BASALT TEXTILE REINFORCED MORTAR C. Wan, J. Wang | |||||||
09:39 - 09:48 | DEVELOPMENT OF NONLINEAR SEISMIC MODELING PARAMETERS FOR DRIFT AND FLEXURAL CAPACITY OF FRP JACKETED CONCRETE COLUMNS W. Ghannoum, S. Brena, I. Kim, J. Dukes, S. Sattar | |||||||
09:48 - 09:57 | STRUCTURAL PERFORMANCE OF HIGH STRENGTH STEEL FIBER REINFORCED CONCRETE COLUMNS Y. Ishikawa, H. Nakagawa | |||||||
09:57 - 10:06 | THIN AND LIGHTLY REINFORCED CONCRETE PANELS RETROFITTED WITH CFRP J. Carrillo, D. Rodriguez, C. Blandon, R. Bonett | |||||||
10:06 - 10:15 | EVALUATION OF SEISMIC PERFORMANCE OF HIGHWAY BRIDGE PIER RETROFITTED USING FE-SMA STRIPS M. Sarmah, A. Dutta, S.K. Deb | |||||||
MONITOR 3 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | SEISMIC ASSESSMENT OF AN EXISTING RC FRAME BUILDING IN MONTENEGRO RETROFITTED BY FRP MATERIALS I. Drobnjak, J. Pejovic | |||||||
09:11 - 09:22 | 3-D CONTROL SYSTEMS FOR EXISTING STRUCTURES D. Siepe, P. Nawrotzki, F. Bottoni | |||||||
09:22 - 09:33 | DISSIPATIVE EXOSKELETONS BASED ON SELF-CENTERING SMA DAMPERS FOR SEISMIC RETROFIT OF RC BUILDINGS M. Ferraioli, O. Pecorari, A. Diana, S. Verde | |||||||
09:33 - 09:44 | DETAIL SEISMIC PERFORMANCE EVALUATION OF EXISTING RC BUILDING IN DHAKA & SUITABLE RETROFIT TECHNIQUE R.K. Biswas, M. Seki, Y. Nakajima, R. Islam, Kamruzzaman | |||||||
09:44 - 09:55 | SHEAR RESISTANCE MECHANISM AND SHEAR STRENGTH EVALUATION OF DISK SHEAR-KEY UNDER TENSILE FORCE Y. Ishida, H. Sakata, Y. Takase, Y. Maida, T. Sato, M. Kubota | |||||||
09:55 - 10:05 | SEISMIC PERFORMANCE ASSESSMENT OF LOW-RISE SOFT-STORY RESIDENTIAL BUILDING WITH UPPER SHEAR WALLS J. Lee, Y. Chu, T. Kim, J. Choi, W. Yi | |||||||
10:05 - 10:15 | BOND STRENGTH OF POST-INSTALLED ANCHOR WITH CEMENT-BASED ADHESIVE CONSTRUCTED BELOW FREEZING T. Abe, G. Orita, S. Ando, Y. Takase | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | LESSONS LEARNED FROM TWO DECADES OF SEISMIC RETROFIT PROGRAM IMPLEMENTATION IN BC, CANADA C. Ventura, A. Bebamzadeh, M. Fairhurst, G. Taylor, J. Sherstobitoff, T. White, L. Rowley, A. Chen | |||||||
09:11 - 09:22 | AN EXPERIMENTAL STUDY INTO THE SEISMIC BEHAVIOR OF STRENGTHENED CONCRETE COLUMNS N. Nick, M.G. Vetr, H. Nick, M. sherafati | |||||||
09:22 - 09:33 | ENHANCING SEISMIC RESILIENCE OF RC FRAME STRUCTURES THROUGH OPTIMAL PLACEMENT OF FRP JACKETS G. Mahdavi, K. Nasrollahzadeh, M.A. Hariri-Ardebili | |||||||
09:33 - 09:44 | MODELING PROPOSAL FOR EXTERIOR RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE MATERIALS M. Bagnoli, E. Grande, M. Imbimbo, A. Napoli, R. Realfonzo | |||||||
09:44 - 09:55 | CHARACTERISTICS BY FORCED VIBRATION TEST BEFORE AND AFTER THE REINFORCEMENT OF EXISTING BUILDING. T. Hiwatashi | |||||||
09:55 - 10:05 | CODE REVIEW FOR SEISMIC STRENGTHENING OF FACILITIES WITH NUCLEAR SAFETY-RELATED FUNCTIONS M. Asinari, M. Tan, L. Denholm | |||||||
10:05 - 10:15 | CONFINEMENT LENGTH RECOMMENDATIONS FOR RETROFIT OF RC COLUMNS E. Vafaeihosseini, A. Suselo, A. Matamoros | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | DESIGN OF EXOSKELETAL REINFORCEMENTS VIA TOPOLOGY OTPIMIZATION G. Gabbianelli, P. Venini | |||||||
09:11 - 09:22 | APPLICABILITY LIMITS FOR LINEAR ANALYSIS PROCEDURES IN ASCE 41 M. Najarian, A. Matamoros | |||||||
09:22 - 09:33 | FULFILLMENT OF SERVICEABILITY CRITERIA FOR SUBSTANDARD RC BUILDINGS RETROFITTED WITH STRUCTURAL WALL A. Simsek, O. Yurdakul, B. Duran, O. Tunaboyu, O. Avsar, S. Yildirim | |||||||
09:33 - 09:44 | GLOBAL SEISMIC PERFORMANCE OF EXISTING BUILDING AFTER RETROFITTING ONE SIDE PERIMETER COLUMNS N. Peddaprolu, T. Niharika, P.K. Ramancharla | |||||||
09:44 - 09:55 | INFLUENCE OF OPENINGS AND STRENGTHENING METHODS ON SHEAR STRENGTH OF RC WALL SPECIMENS J. Monical, H. Lai, H. Yoshida, Z. Tafheem, M. Maeda, M. Seki, M. Sato, N. Aizawa, Y. Ogata | |||||||
09:55 - 10:05 | LOSS ESTIMATION BY EMPLOYING THE CRACK WIDTH DISTRIBUTION CHARACTERISTICS OF RC STRUCTURAL MEMBERS N. Takahashi, D. Tsuka | |||||||
10:05 - 10:15 | MITIGATION OF RESIDUAL DRIFT OF NON-DUCTILE RC FRAME WITH YIELDING DAMPER B.D.N. Deo, S. Kumar, R.M. Oinam | |||||||
MONITOR 6 | ||||||||
BCI8 - THE RENAISSANCE OF ACCELERATED BRIDGE CONSTRUCTION: THE EASIEST PATHWAY TO BUILD SEISMIC RESILIENCE | Convenors: A. Palermo, M. Mashal | ||||||||
09:00 - 09:10 | EVALUATION OF BOND STRENGTH IN CONCRETE BRIDGES WITH NOVEL MATERIALS THROUGH MACHINE LEARNING MODELS L.A. Bedrinana, M. Acharya, J. Cantrell, M. Mashal | |||||||
09:10 - 09:20 | TOWARDS SEISMIC RESILIENCE OF PRECAST COLUMN-TO-PILE SHAFT ASSEMBLIES AMID CLIMATE CHANGE H. He, M. Xu, C. Yang | |||||||
09:20 - 09:30 | SIDE SHEAR STRENGTH OF MEMBER SOCKET CONNECTIONS FOR PRECAST BRIDGE CONCRETE SUBSTRUCTURE ELEMENTS C.N. Luong, C. Yang, M. Ezzeldin | |||||||
09:30 - 09:39 | DEVELOPMENT OF A MULTIPLE STEEL PIPE BRIDGE PIER INTEGRATED WITH PILE FOUNDATION K. Kodama, Y. Soga, T. Ando | |||||||
09:39 - 09:48 | EXPERIMENTAL STUDIES ON SEISMIC PERFORMANCE OF PREFABRICATED CIRCULAR HOLLOW BRIDGE COLUMNS W. Wei, C. Shao, W. Zhuang | |||||||
09:48 - 09:57 | NUMERICAL ANALYSIS ON SEISMIC PERFORMANCE OF PRECAST BRIDGE PIERS WITH PEDESTAL CONNECTION J. Zhang, Z. Wang, Z. Wu | |||||||
09:57 - 10:06 | SEISMIC PERFORMANCE OF DIGITALLY FABRICATED SEGMENTAL CONCRETE COLUMNS S. Raza, Z. Triantafyllidis, M. Shahverdi | |||||||
10:06 - 10:15 | SEISMIC RESPONSE OF UNBONDED PRECAST POST-TENSIONED BRIDGE PIERS WITH MULTI-ROCKING INTERFACES Y. Shen, F. Freddi, J. Li | |||||||
MONITOR 7 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | FRAGILITY MODELS FOR OUT OF PLANE BEHAVIOUR OF URM WALLS G. Salamida, N. Buratti | |||||||
09:10 - 09:20 | CRITERIA FOR IDENTIFYING VULNERABILITY CLASSES AND FRAGILITY CURVES FOR ROCKING CHURCH FAÇADES L.U. Argiento, C. Casapulla, F. Ceroni | |||||||
09:20 - 09:30 | ANALYTICAL DERIVATION OF FRAGILITY CURVES OF THE FACADE OVERTURNING MECHANISM FOR MASONRY CHURCHES V. Follador, E. Cescatti, F. da Porto | |||||||
09:30 - 09:40 | SEISMIC VULNERABILTY OF MASONRY CHURCH FACADES B. Ferracuti, S. Imperatore, G.P. Lignola | |||||||
09:40 - 09:50 | EXPEDITIOUS METHODS FOR THE OUT-OF-PLANE SEISMIC SAFETY ASSESSMENT OF URM WALLS V. Bernardo, A. Campos Costa, P. B. Lourenco | |||||||
09:50 - 10:00 | A NEW APPROACH FOR THE SEISMIC DYNAMICS OF MASONRY STRUCTURES M. Como, S. Coccia | |||||||
10:00 - 10:10 | MODELLING THE DYNAMIC OUT-OF-PLANE TWO-WAY BENDING SEISMIC RESPONSE OF UNREINFORCED MASONRY WALLS S. Sharma, F. Graziotti, F. Messali | |||||||
10:10 - 10:20 | SEISMIC VULNERABILITY ASSESSMENT OF URM WALLS RESTRAINED BY DISSIPATIVE TIES F. Solarino, M. Sassu, O. AlShawa, D. Brigante, L. Giresini | |||||||
MONITOR 8 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | ESTIMATION OF HYSTERESIS CHARACTERISTICS OF MASONRY WALLS SUBJECTED TO IN-PLANE ROCKING BEHAVIOR H. Choi, C. Quan, K. Jin | |||||||
09:10 - 09:20 | INTERLOCKING EFFECTS OF MASONRY WALLS ON THEIR OUT-OF-PLANE FAILURE USING RIGID MACRO-BLOCK MODEL C. Casapulla, A. Castagnone, G. Nitti, L. Borgesa, D. Seni | |||||||
09:20 - 09:30 | OUT-OF-PLANE CAPACITY OF ARCHAEOLOGICAL RUINS IN POMPEII: MORPHOLOGICAL AND TYPOLOGICAL ISSUES A. Maione, G. De Martino, C. Casapulla, M. Di Ludovico, F. Ceroni | |||||||
09:30 - 09:40 | THE ROLE OF LATERAL WALLS IN THE ACTIVATION OF ROCKING MECHANISMS OF UNREINFORCED MASONRY FACADES L. Giresini, B. Panto, C. Casapulla | |||||||
09:40 - 09:50 | OUT OF PLANE FAILURE ANALYSIS OF UNREINFORCED MASONRY USING DISCRETE ELEMENT METHOD C. Canditone, B. Pulatsu, F. Parisi | |||||||
09:50 - 10:00 | NONLINEAR STATIC ANALYSIS OF A SCALED MASONRY ARCH SUBJECT TO VERTICAL SETTLEMENTS AND LATERAL LOADS C. Ferrero, F. Portioli, C. Calderini | |||||||
10:00 - 10:10 | SENSITIVITY STUDY OF MATERIAL PARAMETERS USED FOR MASONRY MICRO-MODELLING OF STONE MASONRY T. Cross, L. Syrett, F. De Luca, R. De Risi, M. Schildkamp | |||||||
10:10 - 10:20 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | IDEALIZED FORCE-DISPLACEMENT CURVE OF MASONRY WALLS STRENGTHENED WITH REINFORCED CONCRETE OVERLAY M. Soltani Mohammadi | |||||||
09:10 - 09:20 | ASSESSMENT AND RESTORATION OF THE EARTHQUAKE DAMAGED HISTORIC NERANTZIA CASTLE OF KOS IN GREECE C. Spyrakos, D. Kokkinakos, D. Chiotis | |||||||
09:20 - 09:30 | REVIEW ON THE PREDICTIVE RELATIONS ABOUT THE IN-PLANE BEHAVIOR OF I-SHAPED AND SHOTCRETED URM WALLS A. Davoodi, H. Shakib, M. Yekrangnia | |||||||
09:30 - 09:40 | NUMERICAL STUDY OF MASONRY WALL PANELS SANDWICHED BETWEEN ECC LAYERS S. kumar, D.C. Rai | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE ENHANCEMENT OF A 200 YEARS OLD UNREINFORCED MASONRY HERITAGE BUILDING IN JAKARTA S. Wijanto, T. Andriono, D. Setiawan, J. A. Tanudjaja | |||||||
09:50 - 10:00 | PERFORMANCE EVALUATION OF MASONRY WALL WITH JUTE FIBER SHEET REINFORCED FERRO-CEMENT M. S C, A. Ullegaddi, P. Dhani, Z. Nawaz Md, V. More | |||||||
10:00 - 10:10 | JOINT REPOINTING MASONRY FOR SEISMIC RETROFITTING IN EXISTING BUILDINGS S. Churilov, E. Dumova-Jovanoska, V. Shendova, L. Krstevska, B. Damchevski, D. Janchev | |||||||
10:10 - 10:20 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION | Convenors: A. Palermo, M. Li | ||||||||
09:00 - 09:09 | CALIBRATION OF RECENT TIMBER EXPERIMENTS WITH “DOWELTYPE” HYSTERETIC MODEL H. Dong, J. Tao, X. Wang, J. Luo | |||||||
09:09 - 09:18 | INFLUENCE OF CONSTRUCTION METHODS ON THE LATERAL BEHAVIOUR OF CLT-GLULAM HYBRID STRUCTURAL SYSTEMS X. Wang, M. He, Z. Li | |||||||
09:18 - 09:27 | INTELLIGENT DAMAGE RECOGNITION OF TIMBER STRUCTURE CONNECTIONS BASED ON X-RAY DIGITAL RADIOGRAPHY J. Luo, Z. Yang, K. Ren, Y. Cheng, Z. Sui, X. Wang, H. Dong | |||||||
09:27 - 09:36 | NUMERICAL MODELLING OF LOW-DAMAGE POST-TENSIONED SINGLE, DOUBLE AND C-SHAPED CLT SHEAR WALLS F. Chen, M. Li, Z. Li, J.R. Brown | |||||||
09:36 - 09:45 | PROPOSAL OF AN ANALYTICAL MODEL FOR A CLT WALL AND STEEL FRAME HYBRID STRUCTURE A. Minegishi, A.G. Aljuhmani, M. Maeda, E. Atsuzawa, K. Tsuda, R. Takahashi, Y. Goto, N. Matsumoto, J. Sakuta | |||||||
09:45 - 09:54 | SEISMIC LOSS AND DOWNTIME ASSESSMENT OF CLT SHEAR-WALL AND GLULAM MOMENT-RESISTING FRAME SYSTEM B.T. Teweldebrhan, B.T. Teweldebrhan, S. Tesfamariam | |||||||
09:54 - 10:03 | SEISMIC PERFORMANCE EVALUATION OF BALLOON-TYPE CONVENTIONAL AND RESILIENT CLT SHEAR WALLS T. Yang, A. Ghahremani Baghmisheh, M. Li, S. Lepine-Lacroix, S. Fathizadeh | |||||||
10:03 - 10:12 | SEISMIC PERFORMANCE OF BALLOON-TYPE COUPLED CLT SHEAR WALLS WITH HIGH-CAPACITY SCREWED HOLD-DOWNS K. Krauss, B. Moerman, M. Li, F. Lam, T.Y. Yang | |||||||
10:12 - 10:21 | STEEL BAR-TIMBER COMPOSITE BEAM-COLUMN CONNECTION ADOPTING STEEL DAMPER Y. Shimoirisa, M. Nakamura, Y. Kondou, S. Shioya | |||||||
MONITOR 11 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | SELECTION OF EARTHQUAKE GROUND MOTION RECORDS BASED ON ACCELERATION SPECTRUM IDENTIFICATION K. Todorov, L. Lazarov | |||||||
09:09 - 09:18 | MATCHING METHOD OF GROUND-MOTION RESPONSE SPECTRUM AND PGV BASED ON THE WAVELET FUNCTION W. Shan, Z. Yushan, Z. Fengxin, Y. Hongbing, Z. Yujie, Y. Jia, L. Peixuan | |||||||
09:18 - 09:27 | CORRELATION BETWEEN PSEUDO-SPECTRAL ACCELERATION AND GROUND MOTION DURATION M. Largent, J. Watson-Lamprey | |||||||
09:27 - 09:36 | GROUND MOTION SELECTION AND SCALING CONSIDERATIONS FOR THE CFS-NHERI CAPSTONE 10-STORY BUILDING SPECIMEN J. Zhang, A. Singh, M. Eladly, S. Marcinek, S. Guha, K. Peterman, B. Schafer, T. Hutchinson | |||||||
09:36 - 09:45 | NEED TO COMPLY WITH RECENT STRONG MOTION RECORDS: FUTURE DIRECTIONS OF BIS DESIGN L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
09:45 - 09:54 | CHARACTERIZATION METHODS OF THE SPATIAL SEISMIC INTENSITY DISTRIBUTIONS T. Kimura, W. Suzuki, H. Kubo, S. Akagi, R. Suzuki | |||||||
09:54 - 10:03 | SPECTRAL-VELOCITY-BASED INTENSITY MEASURES: A NEW PROPOSAL TO IMPROVE SEISMIC RISK ASSESSMENT A.M. Zapata-Franco, Y.F. Vargas-Alzate, R. Gonzalez-Drigo, L.G. Pujades | |||||||
10:03 - 10:12 | IMPROVED CHARACTERIZATION OF RESPONSE SPECTRAL ORDINATES ON SOFT SOILS FOR SEISMIC RISK ANALYSIS J. Bantis, E. Miranda, P. Heresi | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | A NOVEL PROCEDURE TO ESTIMATE BASE OUTCROP MOTIONS IN TIME DOMAIN BASED ON VERTICAL ARRAY RECORDS A. Nozu | |||||||
09:09 - 09:18 | SPATIAL ANALYSIS OF DIRECTIONALITY AND PULSE-CHARACTERISTICS OF TURKIYE FEB 2023 GROUND MOTIONS B. Abdo, M. Hachem, B. Tayba, Y. Hachem | |||||||
09:18 - 09:27 | CASE HISTORY OF NONLINEAR SITE RESPONSE ANALYSIS AND ITS SIGNIFICANCE IN NORTHERN CALIFORNIA, USA J. Lee, A. Bayudanto, M. Yazdi, W. Rong, M. Walker | |||||||
09:27 - 09:36 | GROUND MOTION SELECTION USING CMS EMPLOYING A NOVEL COST FUNCTION TO CAPTURE STRUCTURAL FAILURE MODE D. Samadian, I.B. Muhit, N. Dawood | |||||||
09:36 - 09:45 | CAUSAL PARAMETERS IN GROUND MOTION SELECTION FOR DYNAMIC ANALYSIS OF MARINE LAND RECLAMATION EDGE STRUCTURES J. Dismuke, K. Moyaert, O. Numanoglu, A. Van de Sijpe | |||||||
09:45 - 09:54 | DEVELOPMENT OF THE DESIGN GROUND MOTION FOR THE CHEKUALIN FAULT USING A DETERMINISTIC APPROACH Y.W. Chang, J.Y. Huang, Y.Y. Wang, H.J. Liu, C.L. Wu, C.C. Chou | |||||||
09:54 - 10:03 | REDUCTION OF DESIGN SPECTRA TO ACCOUNT FOR KINEMATIC INTERACTION EFFECTS DUE TO FOUNDATION EMBEDMENT R. Paolucci, M. Corigliano, R. Figini, V.M. Hernández-Aguirre | |||||||
10:03 - 10:12 | CHARACTERIZING GROUND MOTIONS USING CONTINUOUS WAVELET TRANSFORMS WITH OPTIMIZED WAVELET PARAMETERS Y.X. Liu, X.Z. Cui, H.P. Hong | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | CONSTRUCTION OF CONDITION SPECTRUM (CS) FOR CHINA MAINLAND K. Ji, Z.j. Yue, W.Y. Wang, Y.f. Ren, R.Z. Wen | |||||||
09:09 - 09:18 | ON A NEW NON-GAUSSIAN PHENOMENON IN THE EARTHQUAKE MOTION PHASE OBTAINED FROM OBSERVED ACCELERATION T. Sato | |||||||
09:18 - 09:27 | UNIFIED ENERGY-TIME-FREQUENCY DISTRIBUTION MODEL FOR GROUND MOTIONS Y. Dong, Q. Su, X. Xu, D. Fang, F. Guo | |||||||
09:27 - 09:36 | A COMPARATIVE STUDY ON THE OPTIMAL SAMPLING STRATEGIES OF MULTIVARIATE SPATIALLY AND TEMPORALLY CORRELATED GROUND MOTIONS L. Ma, Y. Li, C. Li, D. Ji, C. Zhai | |||||||
09:36 - 09:45 | GENERATING A COHERENCY FUNCTION THROUGH SEISMIC EVENT AT NUCLEAR POWER PLANT SITE J. Kim | |||||||
09:45 - 09:54 | DYNAMIC SSI EFFECT FOR BUILDINGS OF VARIOUS SOIL CONDITIONS BASED ON LONG-TERM STRONG-MOTION RECORDS J. Yamaguchi, H. Nakagawa, H. Liu, M. Nagano | |||||||
09:54 - 10:03 | FOURIER INTERPOLATION TO THE EXTERNAL FORCES FOR SEISMIC RESPONSE ANALYSES AND THE AVAILABILITIES M. Inukai | |||||||
10:03 - 10:12 | EFFECTS OF DIFFERENT SEISMIC HAZARD REFERENCE PERIODS ON SEISMIC PERFORMANCE OF BUILDINGS M. Ohbuchi, A. Fujii, M. Yoshizawa, F. Ozaki, Y. Mori | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | STUDY OF ACTIVE CONTROL OF BASE ISOLATION SYSTEM SUBJECTED TO NEAR-FAULT PULSE GROUND MOTIONS S. Sakamoto, H. Fujitani, Y. Mukai, E. Sato | |||||||
09:09 - 09:18 | INFLUENCE OF SSI ON THE MECHANICAL AND DYNAMIC PROPERTIES OF SEISMIC ISOLATION SYSTEMS IN SOFT SOILS P.A. Castro, V.I. Fernandez-Davila | |||||||
09:18 - 09:27 | EVALUATION OF THE DYNAMIC PERFORMANCE OF ISOLATED STRUCTURES BASED ON STRONG MOTION OBSERVATION M. Ito, T. Kashima | |||||||
09:27 - 09:36 | COLLAPSE PERFORMANCE OF A SEISMICALLY ISOLATED BUILDING CONSIDERING DIFFERENCES MATHEMATICAL MODELS J. Chavez Aguirre, V. Kumar Golla | |||||||
09:36 - 09:45 | TECHNIQUES AND PROCEDURES FOR REBUILDING CASTELLUCCIO OF NORCIA ON A SEISMIC ISOLATED PLATE M. Mezzi, G. Fagotti, S. Nodessi Proietti, N. Alemanno, A. Fulco | |||||||
09:45 - 09:54 | OPTIMAL BASE ISOLATION PARAMETERS FOR RC BUILDING CONSIDERING MULTIPLE SEISMIC SCENARIOS S. Das, S. Das | |||||||
09:54 - 10:03 | DEVELOPMENT OF THREE-DIMENSIONAL ISOLATION SYSTEMS FOR FRAME STRUCTURES Y. Wang, Y. Shi, Q. Wang, Y. Ding, Z. Li | |||||||
10:03 - 10:12 | VERTICAL-ROCKING ISOLATION: FULL-SCALE SHAKING TABLE TESTS AND MODELING OF A 3000-LITER STORAGE TANK S. Reyes, M. Vassiliou, J.L. Almazan, N. Tapia, J. Colombo, J.C. de la Llera | |||||||
10:12 - 10:21 | OPTIMUM PROTECTION OF HOSPITAL TORRE SALAVADOR ZUBIRÃN IN MEXICO CITY BY ADAPTIVE BASE ISOLATORS P. Huber, F. Weber, L. Pinto | |||||||
MONITOR 15 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | DEVELOPMENT OF LAYERED ISOLATION SYSTEM FOR LARGE HUB BUILDINGS Y. Ding, Y.Q. Dong, Y.D. Shi, Z.X. Li, B.S. You | |||||||
09:09 - 09:18 | INVESTIGATION OF COMBINED TRADITIONAL AND METAMATERIAL-BASED THREE-DIMENSIONAL ISOLATION SYSTEM S.R. Kumawat, M. Kumar, A. Laskar | |||||||
09:18 - 09:27 | DESIGN TRENDS ON SEISMICALLY ISOLATED BUILDINGS AFTER THE 1995 GREAT HANSHIN–AWAJI EARTHQUAKE M. Kobayashi, Y. Izawa | |||||||
09:27 - 09:36 | INTERMEDIATE ISOLATION SYSTEM (IIS) FOR EXISTING BUILDINGS: A DESIGN PROCEDURE F. Esposito, D. Faiella, E. Mele | |||||||
09:36 - 09:45 | NUMERICAL ANALYSIS OF THE INFLUENCE OF SEISMIC EXCITATION INTENSITY ON THE RESPONSE OF A SDOF VIBRO-IMPACT ISOLATION SYSTEM G. Perna, M. De Angelis, U. Andreaus | |||||||
09:45 - 09:54 | EXPERIMENTAL VERIFICATION OF A LARGE-SCALE SLIDING ISOLATOR WITH VARIABLE CURVATURE (SIVC) L.Y. Lu, X.L. Lai, S.J. Wang, C.Y. Lin, Y.C. Chiu | |||||||
09:54 - 10:03 | NUMERICAL MODELING AND VALIDATION OF A NEW FRICTIONAL ISOLATOR WITH IMPROVED LATERAL IMPACT BEHAVIOR G. Auad, J.L. Almazán | |||||||
10:03 - 10:12 | SEISMIC PERFORMANCE IN NORTHERN CHILE OF CHERENKOV LARGE SIZE TELESCOPES FOR GAMMA RAY ASTRONOMY C. Pettorruso, V. Quaglini, D. Rossi, E. Bruschi, A. Busatta, M. Mattioli | |||||||
10:12 - 10:21 | INNOVATIVE MECHANICAL DEVICE ENHANCING BASE ISOLATION PERFORMANCE AGAINST LONG-PERIOD EARTHQUAKES M. Saitoh | |||||||
MONITOR 16 | ||||||||
IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
09:00 - 09:09 | PUSH-AND-RELEASE TESTS OF HYBRID ISOLATION SYSTEMS: EXPERIMENTAL RESULTS AND MODEL CALIBRATION F. Micozzi, A. Poeta, L. Gioiella, L. Ragni, A. Dall Asta | |||||||
09:09 - 09:18 | A UNIFIED APPROACH TO SIMULATE THE UNIAXIAL HYSTERETIC BEHAVIOR EXHIBITED BY ELASTOMERIC BEARINGS N. Vaiana, L. Rosati | |||||||
09:18 - 09:27 | INNOVATIVE SETUP AND TESTING METHODOLOGY OF A NOVEL BIDIRECTIONAL ROTATION FRICTION DAMPER (BRFD) E. Grossi, R. De Risi, M. Zerbin, F. De Luca, A. Aprile | |||||||
09:27 - 09:36 | RETROFIT OF EXISTING MASONRY BUILDINGS THROUGH SEISMIC ISOLATION: RECENT APPLICATIONS IN ITALY S. Barone, R. Vetturini, W. Cecchini, L. Trombettoni | |||||||
09:36 - 09:45 | REAL-TIME HYBRID SIMULATION FOR INVESTIGATING THE SEISMIC PERFORMANCE OF LEAD RUBBER BEARINGS J. Park, M. Park, Y. Chae, C. Kim | |||||||
09:45 - 09:54 | APPLICATION OF SQUARE HOLLOW SECTION OUTER TUBE TO BRB USING MULTIPLE STEEL BAR CORES S. Zhang, H. Tagawa, X. Chen | |||||||
09:54 - 10:03 | ESTIMATION OF THE ISOLATION LAYER STIFFNESS BASED ON OBSERVED GROUND MOTION AND MAXIMUM DISPLACEMENT T. Miyauchi, T. Hirai, Y. Nagano | |||||||
10:03 - 10:12 | COMPRESSION-SHEAR LOADING TEST OF COMPLETELY RUPTURED LEAD RUBBER BEARING WITH A LARGE DIAMETER. R. Umemura, K. Kanazawa, T. Hiraki | |||||||
10:12 - 10:21 | DEVELOPMENT AND HYBRID TESTING OF RING SPRING SELF-CENTERING ENERGY DISSIPATIVE BRACES A. Hassan, J. Erochko, C. Flude, D. Lau | |||||||
MONITOR 17 | ||||||||
IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
09:00 - 09:09 | EXPERIMENTAL EVALUATION OF VARIOUS DEPENDENCES IN FULL-SCALE RUBBER BEARING UNDER DYNAMIC LOADING M. Kobayashi, K. Sakai, M. Kurosawa, S. Kishiki | |||||||
09:09 - 09:18 | OPTIMAL SET-UP CONFIRGUATION FOR TESTING STIFF ENERGY-DISSIPATING DEVICES UNDER LARGE DISPLACEMENTS G. Bozzo, L. Perez, E. Miranda, J. Báiran, L. Bozzo | |||||||
09:18 - 09:27 | EXPERIMENTAL RESEARCH OF ISOLATING RUBBER BEARINGS CONSIDERING THE EFFECT OF AMBIENT TEMPERATURE J. Dai, H. Pang, T. Jiang, Y. Yang, W. Bai | |||||||
09:27 - 09:36 | EXPERIMENTAL STUDY ON TEMPERATURE FIELD OF RUBBER BEARINGS CONSIDERING HEATING EFFECT OF LEAD CORE B. Xue, W. Lu, X. Ren, H. Zhang | |||||||
09:36 - 09:45 | LOW-COST TUNED MASS DAMPING LATERALLY SLIDING WITH STAINLESS STEEL BALLS AND SPRING-LOADED RESTRAINT V.R. Ramirez Marquez | |||||||
09:45 - 09:54 | RESILIENCE OF BUCKLING-RESTRAINED BRACES FABRICATED IN COLOMBIA BASED ON FATIGUE TESTING J. Oviedo-Amezquita, N. Jaramillo-Santana, C. Blandon-Uribe, A. Bernal-Zuluaga | |||||||
09:54 - 10:03 | SHAKE TABLE TEST OF A CAPABLE AND RESILIENT LATERAL SEISMIC ISOLATION SYSTEM FOR LONG-SPAN BRIDGES Z. Guan, J. Li | |||||||
10:03 - 10:12 | SHAKING TABLE TEST STUDY OF THE PERFORMANCE OF SEISMIC ISOLATION SYSTEM FOR A ULTRA HIGH VOLTAGE TRANSFORMER EQUIPMENT Z. Liu | |||||||
MONITOR 18 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
09:00 - 09:10 | QUASI-STATIC TESTING OF A DRIFT-SENSITIVE SUB-ASSEMBLY OF LOW DAMAGE NON-STRUCTURAL ELEMENTS R. Clement, R. Dhakal, G. De Francesco, R. Shrestha, M. Tripathi | |||||||
09:10 - 09:20 | SHAKE TABLE TEST OF A BALLOON FRAMED, COLD-FORMED STEEL FAÇADE WITH SLIDING DRIFT CLIPS W. Roser, K. Ryan, Y. Ji, S. Wynn, T. Hutchinson, C. Melcher, R. Belvin | |||||||
09:20 - 09:30 | OUTLINE OF STUDY AND SHAKING TABLE TESTS ON FUNCTION MAINTENANCE IN INDOOR SPACE DURING EARTHQUAKE E. Sato, H. Fukui, Y. Komatsu, K. Hayashi, K. Hamada | |||||||
09:30 - 09:40 | SHAKE-TABLE SEISMIC TESTING OF FLOOR-MOUNTING STEEL ANGLES FOR STEEL RACKS C.J. Bae, C.H. Lee, S.C. Jun | |||||||
09:40 - 09:50 | QUANTIFICATION OF INDOOR DAMAGE USING AN INDOOR SEISMIC MOTION EVALUATION SYSTEM H. Yoneda, M. Yoshizawa, C. Hamabe | |||||||
09:50 - 10:00 | NONSTRUCTURAL STIFFNESS ASSESSMENT IN INSTRUMENTED STEEL BUILDINGS T. Falborski, A. Kanvinde | |||||||
10:00 - 10:10 | SEISMIC PERFORMANCE EVALUATION OF RAIL-SUPPORTED RAISED ACCESS FLOOR SYSTEMS USING SHAKING-TABLE TEST J. Kang, B. Cho, D. Jung, J. Ju | |||||||
10:10 - 10:20 | PARAMETRIC APPROACH IN BIM ENVIRONMENT FOR SEISMIC DESIGN OF NONSTRUCTURAL ELEMENTS A. Lucchini, M. Giodice, F. Romeo | |||||||
MONITOR 19 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
09:00 - 09:10 | SEISMIC RESPONSE OF NONSTRUCTURAL COLD-FORMED STEEL FRAMED INTERIOR WALLS WITH EXPANSION JOINTS Y. Ji, K. Ryan, W. Roser, S.L. Wynn, T. Hutchinson, R. Belvin | |||||||
09:10 - 09:20 | AN EVALUATION OF THE SEISMIC DESIGN FOR DRYWALL SYSTEMS THROUGH BIM D. ilipinar, B.Ö. Ay, M.K. Pekericli | |||||||
09:20 - 09:30 | SEISMIC PERFORMANCE OF CFS NON-STRUCTURAL PARTITION R. Tartaglia, A. De Angelis, G. Maddaloni | |||||||
09:30 - 09:40 | INTERNAL PARTITION KITS: TOWARD A HARMONIZED APPROACH FOR THE ASSESSMENT OF THE SEISMIC CAPACITY O. Coppola, L. Nironi, G. De Luca, A. Franco, A. Bonati | |||||||
09:40 - 09:50 | IMPROVING NON-STRUCTURAL SEISMIC RESTRAINT IN CANADA J. Perrett, N. Babuik, D. Gam | |||||||
09:50 - 10:00 | SEISMIC SHEAR PERFORMANCE OF POWER ACTUATED FASTENERS IN LIGHT- AND NORMAL-WEIGHT CONCRETE A. Schultz, D. Amori, S. Overacker, P. Grzesik, C. Gill | |||||||
10:00 - 10:10 | PROBABILISTIC ANALYSIS OF SEISMIC CRACKS IN CONCRETE SLABS INTERACTING WITH POWER ACTUATED FASTENERS (PAF) A. Yousef, P. Spyridis, P. Grzesik, K. Bergmeister | |||||||
10:10 - 10:20 | STUDY ON TWO-DIMENSIONAL BEHAVIOR OF CHN-US STYLE CEILING M. Li, S. Motoyui, D. Sato | |||||||
MONITOR 20 | ||||||||
RES9 - ADVANCES IN SEISMIC RESILIENCE RESEARCH - COMMEMORATING 70TH ANNIVERSARY OF IEM, CEA | Convenors: T. Wang, S. Li, Z. Qu | ||||||||
09:00 - 09:15 | EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF PRECAST AUTOCLAVED AERATED CONCRETE PANEL WALL L. Xiong, Z. Wang, Z. Guan, X. Wang | |||||||
09:15 - 09:30 | RESILIENT STEEL FRAMES WITH NOVEL ENERGY-DISSIPATING AND RE-CENTERING BEAM-TO-COLUMN CONNECTIONS S. Zhang, H. Hou, B. Qu, Y. Liu | |||||||
09:30 - 09:45 | A ML-BASED SEISMIC DAMAGE EVALUATION OF RC FRAME–SHEAR WALL STRUCTURES IN URBAN BUILDING CLUSTERS R. Guo, X. Song, X. Cheng, Y. Li, H. Zhang, Z. Liang, S. Wang | |||||||
09:45 - 10:00 | EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF A PRECAST CONCRETE BEAM-COLUMN JOINT WITH RESILIENCE Q. Ge, F. Xiong, Y. Liu, Y. Lu, Y. Zeng, J. Chen | |||||||
10:00 - 10:15 | SEISMIC RESILIENCE ASSESSMENT OF LONG-SPAN DECK CONCRETE-FILLED STEEL TUBE ARCH BRIDGE K. Du, J. Zhang, J. Ma, D. Wang, G. Nie | |||||||
MONITOR 21 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | DEVELOPMENT OF A BIDIRECTIONAL LOADING PROTOCOL FOR RC BEAM-COLUMN JOINTS BASED ON NON-LINEAR RHA S.L. Sagar, D.R. Sahoo, T.P. Anand, V.A. Matsagar | |||||||
09:15 - 09:30 | ONLINE PLATFORM TO EVALUATE THE NONLINEAR PERFORMANCE OF REINFORCED CONCRETE FRAMES AND MASONRY D. Novoa, O. Arroyo | |||||||
09:30 - 09:45 | SEISMIC ASSESSMENT OF A MIXED MASONRY-R.C. SCHOOL BUILDING. E. Saler, G. Scarabottolo, A. Caprino, F. da Porto | |||||||
09:45 - 10:00 | FAILURE MECHANISM AND LOAD BEARING CAPACITY OF A TYPICAL PRE-CODE WALL PANEL SYSTEM R. Jevtic Rundek, M. Uros, M. Demsic, M. Savor Novak, A. Pilipovic, J. Koscak | |||||||
10:00 - 10:15 | CHALLENGES WITH LAB TESTING FOR ASCE 41 PERFORMANCE-BASED ENGINEERING B. Maison, S. Chao | |||||||
MONITOR 22 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | COMPARISON OF METHODOLOGIES FOR QUANTIFICATION OF SEISMIC PERFORMANCE FACTORS IN US AND CANADA F. Fazileh, R. Fathi-Fazl | |||||||
09:15 - 09:30 | DUCTILITY-BASED DESIGN OF SECONDARY SEISMIC ELEMENTS IN REINFORCED CONCRETE STRUCTURES T. Caserini, L. Martinelli, C. Chesi | |||||||
09:30 - 09:45 | EVALUATION OF THE POUNDING ON THE COLUMNS OF A MID-RISE BUILDING IN TERMS OF SHEAR FORCE DEMANDS B. Dag, M. Borekci, H. Eroglu | |||||||
09:45 - 10:00 | HYSTERESIS BEHAVIOR ANALYSIS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO VARYING AXIAL LOADS N. Kawano, M. Sakurai, H. Kanno | |||||||
10:00 - 10:15 | EVALUATING OF DIAPHRAGM EFFECTS ON SEISMIC PERFORMANCE OF STEEL STAGGERED TRUSS FRAMING STRUCTURES Z. Li, D. Gan, X. Zhou, B. Liu | |||||||
MONITOR 23 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | LARGE-AMPLITUDE RESPONSES OF HYPOTHETICAL HIGH-RISE BUILDINGS TO OBSERVED NEAR-FIELD GROUND MOTIONS H. Yamamoto, H. Liu, M. Nagano | |||||||
09:15 - 09:30 | COMPONENT-LEVEL FRAGILITY FUNCTIONS WITH MULTIPLE SOURCES OF UNCERTAINTY M.A. Hariri-Ardebili, S. Sattar, C.L. Segura | |||||||
09:30 - 09:45 | MULTI-LEVEL OPTIMUM SEISMIC PERFORMANCE-BASED DESIGN OF RC FRAMES G. Dong, I. Hajirasouliha, K. Pilakoutas | |||||||
09:45 - 10:00 | NONLINEAR ANALYSIS OF FRAMES MESHED WITH BEAM-COLUMN ELEMENTS WITH MULTIPLE EMBEDDED PLASTIC HINGES G. Juarez Luna, A.U. Martínez Miranda, J.I. Tenorio-Peralta | |||||||
10:00 - 10:15 | LATERAL LOAD BEHAVIOUR OF GFRG-OGS BUILDING SYSTEMS G. Krishna S R, M. Prasad Anumolu, D. Menon | |||||||
MONITOR 24 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: R. Ditommaso | ||||||||
09:00 - 09:10 | VARIABILITY IN WAVE VELOCITY ESTIMATION FOR STRUCTURAL HEALTH MONITORING OF A STEEL FRAME BUILDING M. Rahmani, M.I. Todorovska, A. Barjani | |||||||
09:10 - 09:20 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 1, ALGORITHM FOR CAMERA VISUAL METHOD Z. Duan, M. Yashima, R. Mishina, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:20 - 09:30 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 2, APPLICATION IN POSSIBLE BAD WEATHER M. Yashima, Z. Duan, R. Mishina, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:30 - 09:40 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 3, IMAGE ENLARGEMENT R. Mishina, Z. Duan, M. Yashima, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:40 - 09:50 | RESEARCH ON THE INFLUENCE OF BUILDING SCALE AND BUILDING CONSTRUCTION ON EARTHQUAKE INPUT Y. Okada, H. Kajikawa, R. Shirai | |||||||
09:50 - 10:00 | THIRTEEN YEARS STRUCTURAL MONITORING OF A REINFORCED-CONCRETE OFFICE BUILDING WITH EMBEDDED BASEMENT K. Kanazawa, S. Kurita, R. Umemura | |||||||
10:00 - 10:10 | USING ENERGY SIGNATURES FOR SYSTEM IDENTIFICATION AND STRUCTURAL HEALTH MONITORING S. Bagchi, A. Bagchi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: E.M. Tronci | ||||||||
09:00 - 09:10 | THE ESTABLISHMENT OF THE NATIONAL NETWORK TO MONITOR AND ASSESS THE DISASTER EFFECTS ON BUILDINGS A. Komec Mutlu, U. Mert Tugsal, A.A. Dindar, E. Ozturk, M. Pataci | |||||||
09:10 - 09:20 | VARIATION OF VIBRATION CHARACTERISTICS OF A REPEATEDLY DAMAGED PILE-FOUNDATION RC BUILDING K. Mitsuji, S. Ohno | |||||||
09:20 - 09:30 | TRACKING MODAL PARAMETERS USING SUBSPACE EXTRACTED FROM SEISMICALLY EXCITED STRUCTURES S. Huang, F. Chi | |||||||
09:30 - 09:40 | THREE-DIMENSIONAL SHAPE MEASUREMENT OF BEAM RESIDUAL DEFORMATION IN LARGE SCALE SHAKING TABLE TEST Y. Sato, J. Iyama, T. Akimitsu | |||||||
09:40 - 09:50 | VIBRATION CHARACTERISTICS OF GROUND AND BUILDINGS IN WORLD HERITAGE SITE NIJO-JO CASTLE R. Tsuda, R. Sugahara, Y. Hayashi | |||||||
09:50 - 10:00 | HYBRID PHYSICS-BASED AND DATA-DRIVEN MODEL UPDATING FOR STRUCTURAL ASSESSMENT VIA VIBRATION DATA E.M. Tronci, B. Moaveni, M. Song | |||||||
10:00 - 10:10 | STRAIN DETECTION BY IOT SENSING ON SOLAR POWER FOR REMOTE DAMAGE MONITORING AFTER EARTHQUAKES Y. Konishi, Y. Kawasaki, K. Inoue, S. Yamamoto | |||||||
10:10 - 10:20 | DYNAMIC CHARACTERISTICS AND RESPONSE PREDICTION OF A SEISMICALLY ISOLATED RETROFITTED SRC BUILDING M. Sakai, S. Shirinashihama, T. Masatsuki, Y. Kunimatsu, M. Shoji, N. Araki | |||||||
MONITOR 26 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | A DAMAGE-BASED PROCEDURE TO DEFINE STRUCTURAL CONDITION INDEXES FOR PRIORITIZING INTERVENTIONS ON EX P. Miglietta, D. Perrone, G. Blasi, M.A. Aiello | |||||||
09:15 - 09:27 | A CUTTING-EDGE REVIEW ON THE PERFORMANCE-BASED DESIGN OF BRIDGES IN A LIFE-CYCLE CONTEXT A. Al Hawarneh, M.S. Alam, R. Ruparathna, J.S. Pantazopoulou | |||||||
09:27 - 09:39 | CASCADING DAMAGE AND PERFORMANCE ASSESSMENT OF CONCRETE STRUCTURES UNDER EARTHQUAKE AND WIND HAZARDS J. Rimal, K. Zhong | |||||||
09:39 - 09:51 | FIRE FRAGILITY ASSESSMENT PROCEDURE FOR R.C. BRIDGES D. de Silva, A. Miano, F. Di Meglio, A. Prota, E. Nigro | |||||||
09:51 - 10:03 | A FRAMEWORK FOR THE URBAN SAFETY CHARACTERIZATION Q. Yue, Z. Shi, W. Cui, X. Liu, P. Deng, L. Zhou, F. Dong, Z. Xu, X. Lu | |||||||
10:03 - 10:15 | A MODEL FOR RAPID VULNERABILITY ASSESSMENT OF URM BUILDINGS IN URBAN CENTRES PRONE TO LIQUEFACTION A. Cruz, N. Chieffo, K. Shaghayegh, E. Sandoval, A. Ortiz, P. Lourenço | |||||||
MONITOR 27 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | INELASTIC RESPONSE OF BILINEAR SDOF SYSTEMS UNDER STRONG WIND AND EARTHQUAKE EXCITATION A. Athanasiou | |||||||
09:15 - 09:27 | LARGE SCALE VULNERABILITY ASSESSMENT OF ROADWAY BRIDGES B. Borzi, D. Bellotti, N. Eren, A. Famà, C.F. Manzini, P. Morandi, M.C. Pagano, D. Quaroni | |||||||
09:27 - 09:39 | MULTI-HAZARD DAMAGE ANALYSIS OF SELF-CENTERING BRIDGE PIERS UNDER SEISMIC AND IMPACT LOADING M. Chang, H. Wu, Y. Zhou | |||||||
09:39 - 09:51 | NOCTUA: EO-BASED PLATFORM TO SUPPORT RISK MITIGATION AND EMERGENCY MANAGEMENT I. Senaldi, C. Casarotti, B. Borzi, F. Bozzoni, A. Famà | |||||||
09:51 - 10:03 | PROBABILISTIC ASSESSMENT OF CONTAMINATION-INDUCED INSULATOR FLASHOVER RISK FOR LARGE UTILITIES G. Bhattacharjee, E. Jampole, A. Kemal | |||||||
10:03 - 10:15 | PHYSICAL VULNERABILITY OF BUILDINGS TO RAINFALL- AND EARTHQUAKE-INDUCED LANDSLIDES IN THE LISBON MA A. Cardoso, S. Pereira, T.M. Ferreira, R.A.C. Garcia, J.L. Zezere, R. Melo, T. Vaz, S.C. Oliveira, P. Pinto Santos, E. Reis | |||||||
MONITOR 28 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | DISCUSSION | |||||||
09:03 - 09:15 | MULTI-HAZARD RISK AND RESILIENCE ASSESSMENT FOR THE EGNATIA ODOS HIGHWAY IN GREECE A. Chatzidaki, D. Vamvatsikos, M. Loli, A. Tsatsis | |||||||
09:15 - 09:27 | REDUCING THE IMPACT OF DISASTERS ON EDUCATION THROUGH RESILIENT INFRASTRUCTURE R. Fernandez, A. Parammal Vatteri, D. D Ayala | |||||||
09:27 - 09:39 | RISK ESTIMATION OF TSUNAMI CASUALTIES CONSIDERING DETERIORATION OF ROAD NETWORK FUNCTIONALITY N. Suzuki, M. Akiyama, Y. Fuse, K. Aoki, D. M. Frangopol, S. Koshimura | |||||||
09:39 - 09:51 | RISK-BASED BRIDGE DESIGN AND ASSESSMENT FOR COMBINED SEISMIC AND FIRE SAFETY A. Franchini, C. Galasso, J.L. Torero | |||||||
09:51 - 10:03 | A RATIONAL APPROACH FOR DECOUPLING VEHICLE-BRIDGE INTERACTION UNDER THE EFFECT OF EARTHQUAKE H. Homaei, C.D. Stoura, E.G. Dimitrakopoulos | |||||||
10:03 - 10:15 | RELIABILITY AND LIFE CYCLE COST ASSESSMENT FOR AGEING BRIDGES SUBJECTED TO SEISMIC ACTION H. Ebrahimian, A. Miano, F. Jalayer, L. Di Sarno, A. Prota |
WEDNESDAY | 10:30 - 11:45 |
SPACE 1 | ||||||||
SDM13 - COST-EFFECTIVE RESILIENCY SOLUTIONS IN RC STRUCTURES | Convenors: L. Tobber, G. Rodgers, J. Atkinson | ||||||||
10:30 - 10:42 | IMPLEMENTATION OF LOW-DAMAGE PRECAST CONCRETE BUILDINGS AND VALIDATION FROM SYSTEM LEVEL TESTING R. Henry, G. Rodgers | |||||||
10:42 - 10:57 | NUMERICAL STUDY ON PERFORMANCE OF PRECAST SHEAR WALL CONNECTION UNDER SHEAR-TENSION INTERACTION LOAD M.H. Ahmadi, L. Tobber | |||||||
10:57 - 11:09 | THE REINFORCING BAR OF THE FUTURE: IMPROVING THE PRIMARY ENERGY DISSIPATING ELEMENTS IN CONCRETE W. Ghannoum, J. Gonzalez, D. Stalheim, A. Araujo | |||||||
11:09 - 11:21 | SEISMIC BEHAVIOR AND EVALUATION OF RESILIENT RC COLUMNS REINFORCED BY ULTRA-HIGH STRENGTH REBARS Y. Wen, G. Cai, H. Kikuchi | |||||||
11:21 - 11:33 | ONGOING EXPERIMENTAL PROGRAMMES ON RC WALLS REINFORCED WITH IRON-BASED SHAPE MEMORY ALLOY REBARS R. Hoult, J.P.d. Almeida | |||||||
11:33 - 11:45 | QUANTIFYING THE EFFECT OF REDUCING SEISMIC DRIFT LIMITS FOR RC FRAME STRUCTURES. L. Pledger, S. Pujol, R. Chandramohan | |||||||
SPACE 3 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
10:30 - 10:40 | EFFECT OF THE VARIABILITY OF DYNAMIC PROPERTIES OF ELASTOMERIC BEARINGS ON THE SEISMIC RELIABILITY L. Ragni, F. Micozzi, L. Gioiella, V. Quaglini, A. Dall Asta | |||||||
10:40 - 10:50 | EFFECTS OF INPUT SEISMIC MOTION CHARACTERISTICS ON UPLIFT OF ISOLATOR OF MID-STORY ISOLATED BUILDING Y. Ikeda | |||||||
10:50 - 11:00 | EFFECTS OF LOW ENERGY EARTHQUAKES ON A R.C. BUILDING SEISMICALLY ISOLATED BY MEANS OF HDRBS AND SDS F. Scafati, C. Ormando, P. Clemente, G. Buffarini, G. Bongiovanni | |||||||
11:00 - 11:10 | EXACT SOLUTION CONSIDERING HIGHER MODE EFFECTS FOR SEISMIC RESPONSES OF BASE-ISOLATED STRUCTURES C.S. Tsai, W. Pong | |||||||
11:10 - 11:20 | CAN SEISMIC ISOLATION HELP A SITE-INDEPENDENT DESIGN OF FAST REACTORS? A. Saboo, M. Kumar, M. Khan, S.D. Sajish | |||||||
11:20 - 11:30 | MULTI-HAZARD RESPONSE CONTROL OF UFREI-ISOLATED HOSPITAL BUILDING WITH A TUNED MASS DAMPER S. Banerjee, T. Saito, V. Matsagar | |||||||
11:30 - 11:40 | THE INFLUENCE OF THICKNESS OF SANDBAGS IN T-BAGS SYSTEM ON DYNAMIC RESPONSE OF A FIVE-STORY BUILDING A. Vakilazadsarabi, K. Takeuchi, Y. Tomono, D. Doan-Cong, H. Hameed, T. Matsumoto | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
10:30 - 10:40 | THE INFLUENCE OF SOIL-STRUCTURE INTERACTION AND BASEMENT STORIES ON SEISMIC BEHAVIOR OF BUILDINGS M. El Hoseny, M. Jianxun, D. Forcellini | |||||||
10:40 - 10:50 | ASSESSMENT OF THE SEISMIC PERFORMANCE FOR WIND TURBINES CONSIDERING SOIL-STRUCTURE INTERACTION X. Pan, P. Li | |||||||
10:50 - 11:00 | EXPERIMENTAL AND NUMERICAL ANALYSIS OF SOIL STRUCTURE INTERACTION DURING HIGH SPEED LOAD A. Stocchi, M.L. Ruiz Ripoll, W. Riedel, A. Stolz, C. Roller, J. Rosin | |||||||
11:00 - 11:10 | 3DFEM SIMULATIONS OF CENTRIFUGE SHAKING TABLE TESTS OF SOIL–FOUNDATION–STRUCTURE INTERACTION SYSTEMS A. Morikawa, S. Minagawa, R. Kadota, S. Ikeda, N. Adachi, T. Hidekawa, Y. Suzuki | |||||||
11:10 - 11:20 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: JAPANESE PILE FOUNDATION R. Kadota, K. Kolozvari, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
11:20 - 11:30 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART I INHOMOGENEOUS GROUND K. Sasaki, Y. Nitta, R. Morobishi, T. Ogata | |||||||
11:30 - 11:40 | NEAR-FIELD MOTIONS: IMPORTANCE OF MODELING FIDELITY IN PREDICTING RESPONSE OF AN RC BUILDING J.A. Abell, A. Hurtado, E. Torres, T. Vergara | |||||||
11:40 - 11:50 | STRESS TEST MOTIONS FOR SOIL-STRUCTURE SYSTEMS B. Jeremic, H. Yang, K. Stazsewska | |||||||
BROWN 2 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenors: F. Freddi, M. Latour, A. Sato | ||||||||
10:30 - 10:42 | ADVANCEMENT OF A NOVEL SELF-CENTRING CONCENTRICALLY BRACED FRAME (SC-CBF) STRUCTURAL STEEL SYSTEM J. Goggins, H. AlWahsh, Y. Jiang, B. Broderick, S. Salawdeh, G. O Reilly, A. Bogdanovic, Z. Rakicevic, A. Elghazouli, I. Markovski, B. Petreski, A. Poposka, I. Gjorgjiev, C. Walsh | |||||||
10:42 - 10:54 | A NOVEL SEISMIC RESILIENT ENERGY-DISSIPATIVE ROCKING COLUMNS WITH HSS TENSION BRACES FOR STEEL FRAME Y. Wang, Y. Li, L. Bao, G. Li | |||||||
10:54 - 11:06 | PROCEDURE TO DEVELOP CAPACITY CURVES OF STEEL WINE TANKS BASED ON THE MONOLITHIC BEAM ANALOGY M. Frezzati, G. Loporcaro, N. Buratti, A. Palermo | |||||||
11:06 - 11:18 | A LOW-COST RE-CENTERING SYSTEM IN EBFS: CONCEPT DEVELOPMENT AND VALIDATION THROUGH HYBRID SIMULATION P. Mortazavi, C. Christopoulos, O. Kwon | |||||||
11:18 - 11:30 | HIGHER-MODE RESPONSE OF BRACED FRAMES WITH ELASTIC SPINES SUBJECTED TO MODAL PUSHOVER ANALYSIS B. Astudillo, B. Simpson | |||||||
11:30 - 11:45 | INELASTIC CYCLIC RESPONSE OF HYBRID TIMBER-STEEL REDUCED BEAM SECTION CONNECTIONS D.V. Bompa, A.Y. Elghazouli | |||||||
AMBER 1 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | ENHANCING SPATIAL AND TEMPORAL RESOLUTION OF EUROPEAN EXPOSURE MODELS J. Dabbeek, H. Crowley, V. Silva, S. Ozcebe | |||||||
10:45 - 10:57 | VIGIRISKS, SEISAID AND B-WAVE: DEVELOPMENT AND IMPLEMENTATION OF TOOLS FOR RAPID ASSESSMENT OF C. Negulescu, P. Gehl, D. Bertil, S. Auclair, Y. Legendre, A. Nachbaur, R. Guidez, H. Ramambazafy, F. Chan Thaw, C. Gracianne | |||||||
10:57 - 11:09 | PROBABILISTICALLY ACCOUNTING FOR BUSINESS INTERRUPTION AND BRIDGE DAMAGE IN ROAD NETWORK PERFORMANCE R. Silva Lopez, G. Bhattacharjee, A. Poulos | |||||||
11:09 - 11:21 | SEISMIC FRAGILITY OF HISTORICAL BELL TOWERS AT LARGE SCALE C. Chisari, M. Zizi, F. Roselli, G. De Matteis | |||||||
11:21 - 11:33 | THE USE OF THE SEISMIC RISK MAP FOR THE DEVELOPMENT OF A SUSTAINABLE RISK REDUCTION PROGRAM M.A. Zanini, L. Hofer, F. Faleschini, C. Pellegrino | |||||||
11:33 - 11:45 | PUBLICLY AVAILABLE YET NOT FULLY ACCESSIBLE: STRATEGIES FOR EQUITABLY SHARING POST-EARTHQUAKE LOSS INFORMATION S. Loos, M. Karr, M. Macías, E. Knodel, D. Wald, K. Ludwig, L. Peek, P. Lee | |||||||
AMBER 2 | ||||||||
AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
10:30 - 10:38 | A DOMAIN ADAPTATION APPLICATION FOR NETWORK-LEVEL POST-EARTHQUAKE DAMAGE CLASSIFICATION V. Giglioni, I. Venanzi, F. Ubertini | |||||||
10:38 - 10:46 | AI-AIDED DETECTION OF THE RESPONSE OF FREE-STANDING ANCIENT COLUMNS SUBJECTED TO EARTHQUAKE F. Firoozmand, B. Liu, D. Loverdos, V. Sarhosis | |||||||
10:46 - 10:54 | BAYESOPT-BASED IMS FOR SEISMIC ASSESSMENT OF STRUCTURE SYSTEMS IN THE NEAR-FAULT REGION M. Li, Z. Guan | |||||||
10:54 - 11:02 | ENHANCING POST-EARTHQUAKE ROAD DAMAGE ASSESSMENT USING GENERATED FAKE DATA L.A. Chen, F.J. Tsai, S.Y. Lin | |||||||
11:02 - 11:10 | ESTABLISHMENT OF A CAPACITY MODEL FOR DOUBLE-DECK PIERS USING RANDOM FOREST W. Guo, K. Wang | |||||||
11:10 - 11:18 | AUTOMATIC BRIDGE DEFECT RECOGNITION THROUGH UAV PHOTOGRAMMETRY AND OBJECT DETECTION ALGORITHMS M. Castellani, A. Meoni, E. Garcia-Macias, F. Antonini, F. Ubertini | |||||||
11:18 - 11:26 | NON-DISPLACEMENT-BASED FEATURES FOR IDENTIFYING DEFORMATION MODE OF BUILDINGS WITH FEW SENSORS T.Z. Yeow, K. Kusunoki | |||||||
11:26 - 11:36 | ANN PREDICTION OF DESIGN PARAMETER AFFECTING SEISMIC STABILITY IN SLOPE REINFORCED BY PILE-ANCHOR D. Rahangdale, S. Adhikary, R.B. Keskar | |||||||
11:36 - 11:45 | QUANTIFICATION OF DAMAGE IN INFILLED REINFORCED CONCRETE FRAMES USING MACHINE AND DEEP LEARNING J. Singaucho, V. Metsis, A. Stavridis | |||||||
AMBER 3 | ||||||||
EXP1 - ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING | Convenors: G. O’Reilly, G.M. Calvi | ||||||||
10:30 - 10:35 | ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING G. OReilly, G.M. Calvi | |||||||
10:35 - 10:45 | MULTI-HAZARD LARGE SCALE TESTS AT THE UNIVERSITY OF BRISTOL IN THE FRAMEWORK OF EU-ERIES PROJECT A. Sextos, G. Mylonakis, R. De Risi, F. De Luca, D. Karamitros, A. Crewe, M. Dietz, E. Vogiagaki, T. Horseman, T. Gokce, D. Williams | |||||||
10:45 - 10:55 | RETROFITTING OF STONE MASONRY USING INNOVATIVE GRID-BASED COMPOSITES: THE ERIES-RESTORING PROJECT M. Ponte, G. Guerrini, L. Garcia-Ramonda, I. Lanese, E. Rizzo Parisi, G. O Reilly, F. Graziotti, A. Tsiavos, L. Pelà, A. Penna, G. Magenes, R. Bento | |||||||
10:55 - 11:05 | SHAKE-TABLE TESTING OF TWO U-SHAPED RC WALLS: OVERVIEW OF PROJECT ERIES-ALL4WALL J. Pacheco de Almeida, R. Hoult, A. Simar, C. Doneux, B. Payen, A. Bertholet, R. Pinho, A. Orgnoni, T. Isakovic, A. Janevski, D. Palermo, S. Lo Feudo, Y. Han, C. Gwendal, B. Mihaylov, P. Candeias, F. Ribeiro, A. Carvalho, M.L. Sousa, A.A. Correia | |||||||
11:05 - 11:15 | ENHANCING STATE-DEPENDENT FRAGILITY THROUGH EXPERIMENTALLY VALIDATED ENERGY-BASED APPROACHES R. Gentile, G. Angelucci, J. Wu, P. Morandi, R. Milanesi, F. Mollaioli, G. O Reilly, F. Freddi, F. Jalayer | |||||||
11:15 - 11:25 | SEISMIC PERFORMANCE OF EXPOSED COLUMN-BASE PLATE CONNECTIONS IN EXISTING STEEL FRAMES L. Di Sarno, J. Wu, N. Stathas, F. Freddi, M. D Aniello, S. Bousias, R. Landolfo, E.M. Güneyisi | |||||||
11:25 - 11:35 | THE REVAULT PROJECT: RESPONSE EVALUATION OF MASONRY VAULTS UNDER PSEUDO-STATIC CYCLIC TESTS C. Calderini, C. Cirabisi, N. Mendes, N. Bianchini, C. Ferrero, P.B. Lourenço | |||||||
11:35 - 11:45 | FLEXIBLE JOINTS FOR RESILIENT INFILLED RC FRAMES: PRELIMINARY ANALYSES FOR SHAKING TABLE TESTING E. Tubaldi, P. Dhir, F. Freddi, M. Marinkovic, H. Ahmadi, M. Gams, C. Butenweg, D. Losanno, B. Pantó, F. Parisi, A. Bogdanovic, J. Bojadjieva, Z. Rakicevic, V. Sheshov | |||||||
AMBER 4 | ||||||||
REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
10:30 - 10:35 | COORDINATION OF STRUCTURAL DAMAGE ASSESSMENT PROCESSES AFTER 2023 TÜRKIYE EARTHQUAKES B. Aslan | |||||||
10:35 - 10:40 | RECOVERY EFFORTS AFTER FEBRUARY 2023 TÜRKIYE EARTHQUAKES A.N. Poçan | |||||||
10:40 - 10:45 | FEBRUARY 6, 2023 TURKIYE EARTHQUAKES: WHAT HAPPENED? M. Erdik, M.B. Demircioglu Tumsa | |||||||
10:45 - 10:50 | RAPID DAMAGE ASSESSMENT FOR THE KAHRAMANMARAS EARTHQUAKE SEQUENCE OF FEBRUARY 6, 2023 K. Pitilakis, E. Riga, S. Apostolaki, D. Pitilakis | |||||||
10:50 - 10:55 | FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE: AN EVALUATION ON STRUCTURAL DAMAGES T. Cinar, T. Sezdirmez, B. Aslan, K. Orakcal, A. Ilki | |||||||
10:55 - 11:00 | OUTLINE OF THE TURKEY-JAPAN JOINT RECONNAISSANCE DUE TO THE 2023 TURKEY-SYRIA EARTHQUAKE K. Kusunoki, A. Ilki, Y. Hibino, C. Goksu | |||||||
11:00 - 11:05 | GROUND MOTION DIRECTIONALITY EFFECTS IN THE 2023 KAHRAMANMARAS, TURKIYE EARTHQUAKE SEQUENCE N. Girmay, A. Poulos, E. Miranda, M. Bravo-Haro, P. Heresi, H. Davalos, M. Liapopoulou | |||||||
11:05 - 11:10 | POST-SEISMIC CAMPAIGN AFTER THE KAHRAMANMARAS 2023 SEQUENCE OF THE AFPS (FRENCH ASSOC EARTHQ. ENG) D. Mercerat, B. Richard, P.A. Naze, F. Bernigau, E. El-Haber, R. Fares, P. Garnier, C. Giry, C. Gomes, D. Graveleine, T. Heitz, E. Javelaud, C. Martin, C. Pineau, S. Pollet, D. Segala, E. Touret, G. Verrhiest-Leblanc | |||||||
11:10 - 11:15 | USE OF REALITY CAPTURE DATA TO ASSESS MASONRY BUILDINGS AFTER THE 2023 TURKEY-SYRIA EARTHQUAKES Y. Jing, Z. Zhang, Y. Yang, K. Donmez, A. Shan, S. Acikgoz | |||||||
11:15 - 11:20 | COLLAPSE OF CODE-COMPATIBLE RC BUILDINGS IN 6TH FEBRUARY KAHRAMANMARAS EARTHQUAKES E. Smyrou, I.E. Bal | |||||||
11:20 - 11:25 | SEISMIC PERFORMANCE OF FOUNDATIONS ON LIQUEFIABLE SOILS AFTER 2023 KAHRAMANMARAS EARTHQUAKES P. Ozener, M.M. Monkul, E.E. Bayat, A. Ozsaygin | |||||||
11:25 - 11:30 | THE EFFECTS OF FEBRUARY 6, 2023 KAHRAMANMARAS EARTHQUAKES ON PIPELINES S. Toprak, B. Wham, E. Nacaroglu, M. Ceylan, O. Dal, A.E. Senturk | |||||||
11:30 - 11:35 | LESSONS FROM THE 2023 SE TÜRKIYE EQS: A STUDY ON DAMAGED RC BUILDINGS CONSIDERING THE HASSAN INDEX C. Donmez, J.D. Dowgala, M.E. Yildirim, M.F. Gullu, L.J. Iturburu, F.B. Koroglu, R. Lequesne, B. Ozturk, S. Pujol, J.D. Rincon, C. Sim, M.S. Speicher | |||||||
11:35 - 11:40 | COMPARISON OF SEISMIC RECORDS FROM THE TURKEY EARTHQUAKES OF FEBRUARY 2023 WITH MEXICAN RECORDS Z.F. Martínez García, S. Juarez Francisco, A. Aguilar-Melendez, R. Shafie Panah, A.I. Xicohtencatl-Gomez, J.A. Pérez Orellan, A. Vargas Colorado, F. Carpio Santamaria, M. García Elías, A. Garcia Elias, N.A. Montiel Escobar | |||||||
11:40 - 12:00 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:40 | GLOBAL EARTHQUAKE LOSS ASSESSMENT: WHERE AND WHY IS SEISMIC RISK HIGH? V. Silva, A. Calderon, M. Caruso, C. Costa, M.C. Hoyos, L. Martins, N. Paul, A. Rao, C. Yepes-Estrada | |||||||
10:40 - 10:49 | NOVEL FRAMEWORK FOR REGIONAL SEISMIC RISK ASSESSMENT E. Miranda, J. Bantis, P. Heresi, A. Poulos | |||||||
10:49 - 10:58 | ACCOUNTING FOR GROUND MOTION DIRECTIONALITY IN REGIONAL SEISMIC RISK ASSESSMENT A. Poulos, E. Miranda | |||||||
10:58 - 11:07 | CONSISTENT FRAGILITY FUNCTIONS FOR RESIDENTIAL BUILDINGS IN CHILE R. Jünemann, C. Cortez, M. Damian, P. Heresi, J. Crempien G.F., A. Urrutia, F. Zurita | |||||||
11:07 - 11:16 | URBAN SCALE SEISMIC RISK ASSESSMENT DRIVERS FOR COLOMBIA RESIDENTIAL BUILDING PORTFOLIO A. Acevedo, D. Gonzalez, S. Carrascal, C. Yepes-Estrada | |||||||
11:16 - 11:25 | SEISMIC COLLAPSE RISK ASSESSMENT OF T-SHAPED REINFORCED CONCRETE SHEAR WALLS IN CHILE J. Vasquez, P. Heresi | |||||||
11:25 - 11:34 | PRELIMINARY APPLICATION OF SIMPLIFIED FRAGILITY MODELLING ON BUDGET ALLOCATIONS FOR BUILDING PORTFOLIO SEISMIC RETROFIT A. Cimmino, R. Gentile, F. Ceroni, N. Caterino | |||||||
11:34 - 11:43 | THE CHICKEN AND EGG PROBLEM IN EMPIRICAL FRAGILITY MODELLING AND THE APPROACHES TO SOLVE IT L. Bodenmann, J. Baker, B. Stojadinovic | |||||||
11:43 - 11:45 | DISCUSSION | |||||||
AMBER 6 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:45 | CRITERIA FOR THE SELECTION OF STRENGTHENING METHODS IN THE SEISMIC RETROFIT OF RC BUILDINGS S. Antoniou | |||||||
10:45 - 10:55 | EXPERIMENTAL TESTING OF NON-DUCTILE RC WALLS WITH AND WITHOUT FRP RETROFIT M. Aliasghar-Mamaghani, A. Albright, I. Koutromanos, J. Murcia Delso, C. Brandetsas, M. Panagiotou | |||||||
10:55 - 11:05 | CONCRETE CONFINEMENT WITH SUSTAINABLE HTS-SHCC JACKETS O. Karaghool, G. Thermou, J. Yu | |||||||
11:05 - 11:15 | SEISMIC RETROFIT OF REINFORCED CONCRETE FRAMES BY PROGRESSIVELY ENGAGING TENSION ONLY BRACES S. Khosravi, M. Saatcioglu | |||||||
11:15 - 11:25 | TEST ON REINFORCED CONCRETE FLEXURAL ELEMENTS WITH LAP SPLICES S. Tastani, S. Pardalopoulos, L. Melidis, K. Katakalos | |||||||
11:25 - 11:35 | BOND OF STEEL BARS EMBEDDED IN ULTRA HIGH PERFORMANCE FIBRE REINFORCED CONCRETE A. Lampropoulos, O. Tsioulou, E. Apostolidi, D. Nicolaides, M. Petrou, S. Dritsos | |||||||
11:35 - 11:45 | SEISMIC RETROFIT OF A RC BUILDING WITH A DOUBLE-CONCAVE PENDULUM BASE ISOLATION SYSTEM M. Ferraioli, M.G. Castellano, G. Di Lauro, P. Crisci, G. Laezza, F. Formato, A. Lavino | |||||||
AMBER 7 | ||||||||
BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
10:30 - 10:40 | ENHANCING BRIDGE RESILIENCE AGAINST SUCCESSIVE SEISMIC EVENTS WHILE ENSURING LONG-TERM STRUCTURAL INTEGRITY S. Hao, K. Mosalam | |||||||
10:40 - 10:50 | SEISMIC RISK ASSESSMENT FOR PERFORMANCE UPGRADING OF EXISTING RC BRIDGES UNDER EARTHQUAKE SEQUENCES M. Cripstyani, I. Guntorojati | |||||||
10:50 - 11:00 | BIM BASED DIGITALIZATION PLATFORM FOR A SMART EXISTING BRIDGE ASSESSMENT APPROACH P. Sattamino, A. Zirpoli | |||||||
11:00 - 11:10 | COMPARISON OF BRIDGE STRUCTURE MEMBER SIZES USING FORCE-BASED AND DISPLACEMENT-BASED SEISMIC DESIGN R. Dowell, G. Faraone, R. Fernandes | |||||||
11:10 - 11:20 | CYCLIC LOADING TEST ON POST-TENSIONED BRIDGE COLUMN FOR IMPROVING POST-EARTHQUAKE RECOVERY H. Fujioka, S. Fujikura, K. Okuyama, V. Thay, S. Unjoh, H. Watase | |||||||
11:20 - 11:30 | SEISMIC RESPONSE CHARACTERISTICS OF BRIDGES CONSIDERING NONLINEARITIES IN MULTIPLE MEMBERS T. Kawamura, K. Fujioka, M. Ohsumi | |||||||
11:30 - 11:40 | DETERMINING PRIMARY PARAMETERS FOR NONLINEAR SEISMIC ANALYSIS MODELS OF RC VIADUCTS OVER RAILWAYS D. Yamashita, K. Wada, K. Sakai | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 8 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
10:30 - 10:40 | SEISMIC PROTECTION OF ELECTRIC CABINETS IN NUCLEAR FACILITIES T. Kwon, K. Erler, R. Bustamante, G. Mosqueda | |||||||
10:40 - 10:50 | DERIVATION OF SEISMIC FRAGILITY MODELS FOR ELECTRICAL CABINETS S. Peloso, E. Brunesi, D. Perrone | |||||||
10:50 - 11:00 | SEISMIC PERFORMANCE ASSESSMENT OF UNANCHORED MEDICAL EQUIPMENT USING THE CAMERA PROJECTION TECHNIQUE J. Guaman-Cabrera, J.C. de la Llera, D. Mery | |||||||
11:00 - 11:10 | MULTI-STOREY BUILDING LOSS FUNCTIONS: THE CONTRIBUTION OF FREE-STANDING BUILDING CONTENTS S. Ramos, V. Silva, R. Vicente | |||||||
11:10 - 11:20 | SYSTEMATIC SHAKE TABLE TESTS OF EQUIPMENT ON CASTERS C. Xu, Q. Ma, M. Kurata, S. Beskhyroun | |||||||
11:20 - 11:30 | INFLUENCE OF SITE EFFECTS ON SEVERAL FLOOR RESPONSE PARAMETERS OF A STEEL MOMENT-RESISTING FRAME B. Chalarca, C. Grajales-Ortiz | |||||||
11:30 - 11:40 | SEISMIC TORSIONAL RESPONSE OF ASYMMETRIC SECONDARY SYSTEMS T. Ishihara | |||||||
11:40 - 11:50 | EXPERIMENTS OF IMPACT FORCE CAUSED BY COLLISION OF EXPANSION JOINTS FOR SEISMIC ISOLATED STRUCTURES S. Kishiki, K. Sudo, T. Tsujikawa, A. Nakamura | |||||||
SUITE 6 | ||||||||
TNM7 - MULTI-DISCIPLINARY SIMULATIONS AND MONITORING FOR REGIONAL ASSESSMENT AND MANAGEMENT OF DISASTERS | Convenors: M. Kurata, B. Simpson, E. Fischer | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:40 | TOWARDS MULTI-DISCIPLINARY SIMULATIONS/MONITORING TECHNIQUES FOR REGIONAL ASSESSMENT AND MANAGEMENT M. Kurata, B. Simpson, E. Fischer | |||||||
10:40 - 10:47 | FOREIGNERS’ PERCEPTION OF MULTI HAZARDS BASED ON THE GREAT KANTO EARTHQUAKE OF 1923 C. Ochiai | |||||||
10:47 - 10:54 | REGIONAL PROBABILISTIC FIRE FOLLOWING EARTHQUAKE MODELING FOCUSING ON EMERGING TSUNAMI FIRE HAZARD T. Nishino, T. Miyashita, N. Mori | |||||||
10:54 - 11:01 | APPLYING NPS ASSESSMENT TO RESIDENTS' EVALUATION OF EARTHQUAKE-RESISTANT CITY IN JAPAN S. Ohtomo, R. Kimura, K. Nakazawa | |||||||
11:01 - 11:08 | DEVELOPMENT OF THE BOSS SYSTEM FOR PROCESS-BASED KNOWLEDGE MANAGEMENT TO SUPPORT LOCAL GOVERNMENT M. Numada | |||||||
11:08 - 11:15 | UTILISING RISK ANALYSIS TO PREDICT POST-EARTHQUAKE FUNCTIONALITY OF CRITICAL HEALTHCARE FACILITIES M. Boston, B. Mayer | |||||||
11:15 - 11:22 | CEILING DAMAGE AND FUNCTIONAL LOSS MODEL FOR SIMULATING REGIONAL SEISMIC IMPACT ON MEDICAL FACILITY L. Qi, M. Kurata, R. Li, S. Aida, K. Cho, I. Kanao | |||||||
11:22 - 11:29 | BAYESIAN ESTIMATION OF BUILDING DAMAGE FOR RAPID SCREENING OF POST-EARTHQUAKE INSPECTIONS K. Hasegawa, A. Kusaka | |||||||
11:29 - 11:36 | DEVELOPMENT OF REGIONAL SEISMIC IMPACT MONITORING SYSTEM FOR HOSPITALS R. Inoue, M. Kurata, J. Gipson, C. Kosai, S. Aida, S. Ohtsuru | |||||||
11:36 - 11:43 | STUDY ON THE IMPLEMENTATION STATUS OF BCP TRAININGS AND EXERCISES IN COMPANIES K. Nakazawa, S. Ohtomo, R. Kimura | |||||||
11:43 - 11:50 | DEVELOPMENT OF AN ACTION MANUAL AND AN EDUCATIONAL PROGRAM FOR COMMERCIAL VEHICLE DRIVERS R. Kimura, Y. Umano, K. Nakazawa, K. Iwasaki | |||||||
SUITE 7 | ||||||||
CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
10:30 - 10:50 | PROBABILITY OF FAILURE OF DEGRADING STRUCTURES IN SEISMIC ENVIRONMENT C. Nuti, G. Quaranta, I. Vanzi, C. Contiguglia, A. Contento, B. Briseghella, C. Demartino | |||||||
10:50 - 11:10 | FRAGILITY ANALYSIS OF CORRODED STRUCTURAL COMPONENTS: FROM LOCAL TO GLOBAL EFFECTS N. El-Joukhadar, F. Dameh, S. Pardalopoulos, S. Pantazopoulou | |||||||
11:10 - 11:30 | EFFECTS OF CORROSION AND SSI ON THE SEISMIC VULNERABILITY OF REINFORCED CONCRETE STRUCTURES R. Gómez-Maldonado, M. Nino | |||||||
11:30 - 11:45 | INFLUENCE OF INCREASING VARIABILITY OF MECHANICAL PROPERTIES OF CORRODED REBARS ON SEISMIC FRAGILITY Y. Liu, W. Zhang, X. Gu | |||||||
SUITE 8 | ||||||||
ASR8 - USE OF TIMBER FOR THE SUSTAINABLE EARTHQUAKE PROTECTION OF EXISTING BUILDINGS | Convenors: I. Giongo, F. Graziotti, D. Bournas | ||||||||
10:30 - 10:40 | INTRODUCTION TO THE WORK OF CEN/TC 250/SC 5/AGH TIMBERS STRUCTURES IN EXISTING BUILDING V. Rajcic | |||||||
10:40 - 10:50 | DEVELOPMENT OF DESIGN TOOLS FOR PLYWOOD-BASED SEISMIC RETROFITTING OF EXISTING TIMBER FLOORS M. Mirra, A. Gerardini, G. Ravenshorst | |||||||
10:50 - 10:59 | EXPLORING THE POTENTIAL OF CLT TIMBER WALLS FOR REPAIRING EARTHQUAKE-DAMAGED RC BUILDINGS H. Alwashali, S. Kumagawa, M. Yamane, C. Quan, K. Jin | |||||||
10:59 - 11:08 | DEVELOPING AN INNOVATIVE CONNECTION FOR EXISTING RC BUILDINGS EXTERNALLY RENOVATED BY CLT PANELS J. Branco, Z. Mehdipourpicha, E. Poletti, A. Fontes | |||||||
11:08 - 11:17 | SEISMIC RETROFITTING OF THICK EARTHEN WALLS USING TIMBER PLANKS J.C. Reyes, J.P. Smith-Pardo, C.D. Gonzalez, J.D. Sandoval | |||||||
11:17 - 11:26 | SUSTAINABLE AND COST EFFECTIVE OUT-OF-PLANE EARTHQUAKE RETROFIT OF URM WALLS R. Hudson, D. Cassol, M. Giaretton, I. Giongo, D. Shedde, J. Ingham, D. Dizhur | |||||||
11:26 - 11:36 | THE CONTRIBUTION OF STRENGTHENING ON TIMBER FLOORS TO THE DISTRIBUTION OF SEISMIC ACTIONS ON MASONRY M.R. Valluzzi | |||||||
11:36 - 11:45 | TIMBER EXOSKELETONS FOR BUILDING’S RETROFIT: ADVANTAGES, DESIGN CRITERIA, AND STRUCTURAL LAYOUTS A. Marini, J. Zanni, S. Labò, C. Passoni, A. Belleri, E.P. Giuriani, P. Riva | |||||||
SUITE 9 | ||||||||
SDM14 - MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - A NEW LOOK | Convenor: M. Speicher | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | IT TAKES A DISASTER: LEVERAGING CATASTROPHES AS A NECESSITY TO ACHIEVE SEISMIC RESILIENCE M. Bruneau | |||||||
10:45 - 10:57 | BUILDING SEISMIC STABILITY - CODE PROVISIONS VS. INELASTIC BEHAVIOR L. Fahnestock, S. Shi, M. Speicher | |||||||
10:57 - 11:09 | REFOCUSING ON DRIFT S. Pujol | |||||||
11:09 - 11:21 | MAYBE WE SHOULD LOOK BEFORE WE LEAP T. Paret, P. Shah | |||||||
11:21 - 11:33 | MODAL METHODS: A PERSISTENT FALLACY IN SEISMIC ENGINEERING FOR SIX DECADES A. J. Carr, A. M. Puthanpurayil, R. Jury | |||||||
11:33 - 11:45 | WAVE PROPAGATION ON BUILDINGS AND ITS COMPARISON WITH TRADITIONAL LINEAR TIME-HISTORY ANALYSIS F. Moreira, R. Saragoni |
WEDNESDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
10:30 - 10:42 | SURROGATE MODEL FOR FRAGILITY ASSESSMENT OF RETROFITTED UNREINFORCED MASONRY BUILDINGS A. FathiAzar, S. Alfano, S. Cattari | |||||||
10:42 - 10:54 | COMPARATIVE STUDY ON THE PERFORMANCE OF METAHEURISTICS IN THE OPTIMIZATION OF SEISMIC DESIGNS L. Velasco, H. Guerrero, A. Hospitaler, H. Saura | |||||||
10:54 - 11:06 | KNOWLEDGE-ENHANCED GRAPH NEURAL NETWORK FOR MATERIAL MINIMIZATION OF EARTHQUAKE-RESISTANT STRUCTURES Y. Fei, W. Liao, X. Lu, H. Guan | |||||||
11:06 - 11:18 | RAPID SEISMIC DAMAGE EVALUATION OF RC FRAMES IN URBAN BUILDING CLUSTERS BASED ON MACHINE LEARNING X. Song, R. Guo, X. Cheng, Y. Li, H. Zhang, Z. Liang, S. Wang | |||||||
11:18 - 11:30 | DUAL-BRANCH DEEP LEARNING MODEL FOR SEISMIC RESPONSE HISTORY PREDICTION OF BRIDGE PORTFOLIOS C. Ning, Y. Xie | |||||||
11:30 - 11:42 | PLASTIC HINGE MODELING OF REINFORCED CONCRETE BEAM-COLUMN JOINTS USING ARTIFICIAL NEURAL NETWORKS S. Guner, N. Suwal | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
10:30 - 10:42 | RAPID PREDICTION OF STRUCTURAL SEISMIC RESPONSES FOR THE SEISMIC RESILIENCE ASSESSMENT OF RC FRAMES W. Wen, C. Zhang, C. Zhai | |||||||
10:42 - 10:54 | PHYSICS INFORMED NEURAL NETWORK FOR DYNAMIC RESPONSE ANALYSIS OF NONLINEAR STRUCTURAL SYSTEMS F.N. Malik, J. Ricles, M. Yari | |||||||
10:54 - 11:06 | DEEP LEARNING-BASED AVERAGE SHEAR WAVE VELOCITY PREDICTION USING ACCELEROMETER RECORDS B. Yilmaz, M. Turkmen, S. Meral, E. Akagunduz, S. Tileylioglu | |||||||
11:06 - 11:18 | INTELLIGENT DESIGN OF SHEAR WALL LAYOUT BASED ON DIFFUSION MODELS Y. Gu, W. Liao, X. Lu | |||||||
11:18 - 11:30 | SPT- AND VS-BASED PROBABILISTIC EVALUATION OF SOIL LIQUEFACTION POTENTIAL USING EXPLAINABLE BOOSTING MACHINE K. Jas, G.R. Dodagoudar | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
10:30 - 10:42 | SEQUENTIAL SEISMIC DAMAGE ASSESSMENT FOR SEMI-RIGID PC CONNECTIONS BASED ON MULTIFRACTAL DIMENSION D. Yu, Z. He, Z. Zhao | |||||||
10:42 - 10:54 | AI FOR ASCE 41 LIFE SAFETY STRUCTURAL SEISMIC PERFORMANCE EVALUATION P. Ranchal, D. Gaspar, E. Prado, A. Chu, I. Kim | |||||||
10:54 - 11:06 | STRUCTURAL DAMAGE IDENTIFICATION USING VIBRATING VIDEO AND CONVOLUTIONAL NEURAL NETWORKS F. Guo, Y. Dong, Q. Su, X. Zhang, D. Fang, L. Liu, F. Li | |||||||
11:06 - 11:18 | STUDY ON BUILDING DAMAGE ESTIMATION OF VARIOUS DEEP LEARNING MODELS USING SEISMIC RESPONSE ANALYSIS G. Nyamkhuu, A. Aoi, H. Tsunekawa, M. Yoshizawa, A. Kanbayashi, T. Hashiyama | |||||||
11:18 - 11:30 | A NOVEL SMART MECHANICAL SENSOR: TRAINING A REAL PHYSICAL SYSTEM AS A SIGNAL CLASSIFIER Y. Feng, X. Lu | |||||||
11:30 - 11:42 | A HYBRID MACHINE LEARNING MODEL FOR LARGE-SCALE EARTHQUAKE DAMAGE PREDICTIONS TO BUILDINGS J. Chhabra, L. Burks, Y. Kim, S. Patel | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
10:30 - 10:40 | SEISMIC PERFORMANCE OF AN EARTH DAM WITH STRONGMOTION INPUT SIGNALS SELECTED WITH DIFFERENT CRITERIA M. Tretola, G. Fiorentino, F. Sabetta, S. Sica | |||||||
10:40 - 10:50 | SEISMIC ANALYSIS OF THE GARCIA DAM LOCATED IN THE BELICE VALLEY OF SICILY R. Vincifora, G. Amato, M. Ferrotto, S. Pagnotta, A. Cusmano, S. Volo | |||||||
10:50 - 11:00 | SEISMIC FRACTURE MODELING OF 3D GRAVITY DAM MONOLITHS USING THE SCALED BOUNDARY FINITE ELEMENT METHOD X. Jiang, H. Zhong, D. Li, J. Niu, B. Wu | |||||||
11:00 - 11:10 | SEISMIC RESPONSE ANALYSIS OF WATER-SEDIMENT-FOUNDATION-ARCH DAM SYSTEM J. Zhang, S.L. Chen | |||||||
11:10 - 11:20 | BEM-FEM SOLUTION OF ARCH DAM - FLUID INTERACTION USING ADAD-IZIIS SOFTWARE. V. Mircevska, A. Nanevska | |||||||
11:20 - 11:30 | PERFORMANCE EVALUATION OF CONCRETE GRAVITY DAM IN THE EVENT OF SEISMIC AFTERSHOCKS S.S. K P, M.K. Shrimali, S.D. Bharti, C.V.R. Murty, N. Roy | |||||||
11:30 - 11:40 | NONLINEAR SEISMIC ANALYSIS OF GRAVITY DAMS INCLUDING LIFT AND BASE JOINTS S. Guo, H. Liang, D. Li, H. Wang | |||||||
11:40 - 11:45 | A VALIDATION FRAMEWORK FOR LINEAR AND NONLINEAR DAM SAFETY ANALYSIS TECHNIQUES Y. Ghanaat, Z. Harper, Z. Han | |||||||
MONITOR 5 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
10:30 - 10:40 | NON-LINEAR SEISMIC RESPONSE OF CONCRETE DAMS L. Furgani | |||||||
10:40 - 10:50 | CENTRIFUGE SHAKE TABLE TESTS AND NUMERICAL SIMULATIONS ON SEISMIC DAMAGE PROCESS OF EMBANKMENTS R. Ibuki, K. Uemura, T. Doi, J. Izawa, S. Sreng | |||||||
10:50 - 11:00 | NON-LINEAR SEISMIC RESPONSE OF AN ULTRA-HIGH ARCH DAM. ETA-BASED SAFETY ASSESSMENT A. Alegre, S. Oliveira, P. Mendes, J. Proença, R. Ramos | |||||||
11:00 - 11:10 | SEISMIC SLOPE STABILITY OF HYBRID TAILINGS DAMS: A PROBABILISTIC APPROACH T.S. Aswathi, S. Kuili, R.S. Jakka | |||||||
11:10 - 11:20 | 3D SEISMIC ANALYSIS OF ARCH DAM FOR RANDOM GROUND MOTION D. Khandelwal, S.D. Bharti, M.K. Shrimali, J.N. Arlekar, N. Roy | |||||||
11:20 - 11:30 | THE SEISMIC SAFETY ASSESSMENT OF A MULTIPLE ARCH DAM M. Colombo, A. Frigerio | |||||||
11:30 - 11:40 | MONITORING AND SIMULATED RESPONSE OF DAMS TO THE FEBRUARY 2023 TURKEY EARTHQUAKE SEQUENCE M.A. Hariri-Ardebili, H. Tosun | |||||||
11:40 - 11:45 | INTENSIFYING DYNAMIC RESPONSE OF A CONCRETE DAM AFFECTED BY ALKALI-AGGREGATE REACTION G. Mahdavi, V.E. Saouma | |||||||
MONITOR 6 | ||||||||
CHH2 - HISTORICAL MASONRY STRUCTURES: NEW EXPERIMENTAL RESULTS & COMPARATIVE SIMULATIONS | Convenors: K. Beyer, A. Penna, M. DeJong | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:42 | NUMERICAL MODELLING AND SEISMIC VULNERABILITY ASSESSMENT OF A MEDIEVAL BELL TOWER M. Zizi, C. Chisari, G. De Matteis | |||||||
10:42 - 10:51 | NUMERICAL SIMULATION OF SOFT STONE MASONRY UNDER SIMPLE COMPRESSION USING THE APPLIED ELEMENT METHOD C. Canditone, F. Parisi | |||||||
10:51 - 11:00 | A NEW APPROACH TO THE STRUCTURAL AND SEISMIC ASSESSMENT IN ARCHAEOLOGICAL SITES: THE DOMUS OF ORION A. Zambrano, L. Petrini, L. Ferro, M. Lualdi, S. Donzelli, V. Calvanese, G. Zuchtriegel | |||||||
11:00 - 11:09 | A FIRST LARGE AMBIENT VIBRATION-BASED SURVEY OF INCA AND COLONIAL BUILDINGS IN CUSCO, PERU A. Combey, D. Mercerat, C. Benavente, J. Diaz Apaza, F. Pérez Estrada | |||||||
11:09 - 11:18 | ROLE OF HORIZONTAL TIMBER BANDS IN THE OUT-OF-PLANE BEHAVIOUR OF MASONRY STRUCTURES IN THE HIMALAYAS U. Jain, M. Mirra, G. Ravenshorst, F. Messali | |||||||
11:18 - 11:27 | NUMERICAL MODELLING OF A NEW PROTOTYPAL SYSTEM FOR FAIR-FACED MASONRY D. Addessi, O. AlShawa, A. Battisti, C. Gatta, A. Paoloni, D. Liberatore | |||||||
11:27 - 11:36 | KADET-BASED ONE-COMPONENT BEAM MODEL FOR THE SIMULATION OF CYCLIC LATERAL RESPONSE OF URM WALLS K.G. Megalooikonomou | |||||||
11:36 - 11:45 | RE-READING SIEBERG'S WORKS ON MASONRY STRUCTURES: FROM ON-SITE SURVEYS TO EXPERIMENTAL TESTS C. Calderini, Z. Inan Ocak | |||||||
MONITOR 7 | ||||||||
CHH2 - HISTORICAL MASONRY STRUCTURES: NEW EXPERIMENTAL RESULTS & COMPARATIVE SIMULATIONS | Convenors: K. Beyer, A. Penna, M. DeJong | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:42 | MECHANICAL PROPERTIES EVALUATION OF BLUE MOSQUE MINARET STONES: AN EXPERIMENTAL CAMPAIGN G. Uncu, S. Dede, E. Cakti | |||||||
10:42 - 10:51 | IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS M. Morici, F. Micozzi, L. Gioiella, A. Zona, A. Dudine, C.R. Passerino, S. Grassia, P. Clemente, G. Buffarini, D. Liberatore, D. Addessi, L. Sorrentino | |||||||
10:51 - 11:00 | EXPERIMENTAL INVESTIGATION OF THE BEHAVIOR OF STONE COLUMNS UNDER CYCLIC LOADING S. Upadhyaya, V. Singhal | |||||||
11:00 - 11:09 | EXPERIMENTAL STUDY OF THE SIZE EFFECT ON RUBBLE STONE MASONRY WALLS S. Saloustros, K. Beyer | |||||||
11:09 - 11:18 | SEISMIC UPGRADING OF SHEAR RESISTANCE FOR HERITAGE MASONRY USING TEXTILE REINFORCED MORTAR A.Y. Elghazouli, D.V. Bompa, S.A. Mourad, A. Elyamani | |||||||
11:18 - 11:27 | SHEAR-COMPRESSION TESTS ON FRCM STRENGTHENED TUFF MASONRY WALLS F. Saviano, F. Ceroni, G.P. Lignola, A. Prota | |||||||
11:27 - 11:36 | A DISCRETE MACRO-ELEMENT MODEL TO ANALYZE EXTERNALLY BONDED COMPOSITE REINFORCED MASONRY STRUCTURES F. Cannizzaro, B. Pantò, S. Caddemi, I. Caliò | |||||||
11:36 - 11:45 | SHAKING TABLE TESTS SIMULATION USING A DISCRETE MACRO-ELEMENT OF A STRENGTHENED MASONRY CROSS VAULT C. Chàcara Espinoza, D. Rapicavoli, F. Cannizzaro, B. Pantò, I. Caliò | |||||||
MONITOR 8 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:41 | CONTRIBUTION OF COLUMNS IN THE SEISMIC RESPONSE OF FRAMES WITH INTENTIONALLY ECCENTRIC BRACES A. González Ureña, R. Tremblay, C.A. Rogers | |||||||
10:41 - 10:51 | CYCLIC PERFORMANCE OF STEEL BEAM WITH WELD ACCESS HOLES UNDER SMALL AMPLITUDE CYCLIC LOADING Y. Ngov, Y. Shimada, Y. Jiao, Y. Sato, S. Yamada | |||||||
10:51 - 11:01 | ADVANCES IN IMPROVING THE SEISMIC RESISTANCE OF STEEL STAGGERED TRUSS FRAMING SYSTEMS (STF) R. Al-Mazaidh, S.-. Chao | |||||||
11:01 - 11:11 | A NOVEL APPROACH FOR ADDRESSING INTERSTORY DRIFT CONCENTRATIONS IN ECCENTRICALLY BRACED FRAMES H.G. Comlekoglu, C. Donmez | |||||||
11:11 - 11:21 | ADVANCES IN SEISMIC DESIGN OF DAMPER ON CABLES WITHIN MR FRAMES ADDRESSING RECENT SAFETY CHALLENGES. A. Lemonari Sophocleous, M. C. Phocas | |||||||
11:21 - 11:31 | BEHAVIOR AND DESIGN OF COLD-FORMED STEEL LATTICE T-FRAME UNDER CYCLIC LOADING I. Nadar, S. Mishra, S.R.S. Kumar | |||||||
11:31 - 11:41 | COMPUTATIONAL MODELING OF NEW I-BEAM TO HSS COLUMN CONNECTIONS D.E. González Ramírez, G. Juárez Luna, A. Gómez Bernal | |||||||
11:41 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:41 | CYCLIC LOADING TEST OF WELDED EXTERIOR BEAM-COLUMN JOINT WITHOUT STIFFENERS K. Matsukawa, Y. Haga, Y. Nakano | |||||||
10:41 - 10:51 | CYCLIC AXIAL BEHAVIOUR OF BUILT-UP COLD-FORMED STEEL COLUMNS M.N. Aloko, R. De Risi, F. De Luca | |||||||
10:51 - 11:01 | DAMAGE ASSESSMENT DUE TO POUNDING IN STEEL MOMENT RESISTING FRAMES A. osman, A.B. salem | |||||||
11:01 - 11:11 | DESIGN AND DEVELOPMENT OF MODULAR PREFABRICATED HIGH-RISE BUILDING M. Hosseini, N. Asadpour, M. Kafaeikivi | |||||||
11:11 - 11:21 | ELASTIC LOCAL BUCKLING STRESS OF THE COLD-FORMED STEEL MEMBERS UNDER ECCENTRIC COMPRESSION T. Kobashi, K. Mitsui, R. Kuwada, K. Ikarashi | |||||||
11:21 - 11:31 | ENHANCING SEISMIC RESILIENCE OF FLEXIBLE HIGH-RISE STEEL FRAME BUILDINGS USING ROCKING TRUSSES Y. Chen, M. Jia, D. Lu | |||||||
11:31 - 11:41 | EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF STEEL BRIDGE PIERS MADE OF SBHS500 R. Yamazaki, A. Tsuji, M. Shirato, Y. Sato, S. Okada, N. Takeshima, K. Ono | |||||||
11:41 - 11:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:41 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF POST-TENSIONED CONNECTIONS IN MODULAR BUILDINGS Y. Kwon, B. Cho, D. Jung, K. Lee, J. Choi | |||||||
10:41 - 10:51 | FEASIBILITY STUDY OF FLAT JOINT METHOD IN LIGHT STEEL STRUCTURE AND ANALYSIS OF RESISTANT MECHANISM J. Feng, R. Hotta, T. Ito, K. Onishi, K. Mori, N. Sakiyama | |||||||
10:51 - 11:01 | FRAGILITY EVALUATION OF STEEL BRACE FRAME UNDER GROUND MOTIONS SIMULATED USING FAULT RUPTURE MODELS K. Hiroishi, S. Igarashi, T. Tani, K. Ugata, T. Itoi | |||||||
11:01 - 11:11 | INFLUENCE OF STEEL BRACING STIFFNESS ON THE SEISMIC PERFORMANCE OF HORIZONTAL SELF-CENTERING SYSTEMS D.A. Acevedo-Mejía, A.E. Schultz, J.C. Molina-Villegas | |||||||
11:11 - 11:21 | LOW TEMPERATURE CHARACTERISTIC AND THE LATERAL EXPANSION QUANTITY ON THE LOW-YIELD-POINT STEEL LY225 Y. Shimada, J. Saito | |||||||
11:21 - 11:31 | THE EFFECT OF LOADING VELOCITY ON THE SEISMIC PERFORMANCE AND FAILURE MODE OF BEAM-COLUMN CONNECTION S. Oh, Y. Seol, J. Park | |||||||
11:31 - 11:41 | NUMERICAL & EXPERIMENTAL SEISMIC ANALYSIS OF COLD-FORMED STEEL PALLET RACK CONNECTIONS IN DOWN-AISLE N. Shokrollahi, Z. Tang, G.C. Clifton | |||||||
11:41 - 11:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
CMS12 - SEISMIC BEHAVIOUR OF INNOVATIVE DUCTILE AND NON-INTERACTING INFILLS | Convenors: R. Milanesi, M. Marinkovic, A. Stavridis | ||||||||
10:30 - 10:40 | SEISMIC IMPROVEMENT OF INFILL WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE DEMANDS I.O. Demirel, A. Aldemir, B. Binici, A. Yakut | |||||||
10:40 - 10:50 | EXPERIMENTAL SEISMIC INTERACTION TESTS BETWEEN MASONRY INFILLS AND RC FRAMES: ISOLATION J. Garcés, F. Pallarés, A. Agüero, R. Perelló, L. Pallarés | |||||||
10:50 - 11:00 | SEISMIC PERFORMANCE OF THE CONFINED MASONRY WALL PANELS SANDWICHED BETWEEN ECC LAYERS S. Kumar, D.C. Rai | |||||||
11:00 - 11:10 | IN-PLANE TESTING OF AN INNOVATIVE SPRAYED CONCRETE INFILL SYSTEM WITH FIXED OR SLIDING CONNECTIONS Y. Fan, M. Fox, W. Lu, A. Pavese | |||||||
11:10 - 11:20 | DYNAMIC MODELING AND ANALYSIS OF RC FRAMES FILLED WITH URM PANELS PROTECTED WITH FLEXIBLE CONNECTORS V. Vanian, A.T. Akyildiz, T. Rousakis, A. Kwiecien | |||||||
11:20 - 11:30 | STRUT MODEL WITH FLEXIBLE INTERFACE FOR RC INFILLED STRUCTURES WITH PUFJ A.T. Akyildiz, A. Kwiecien | |||||||
11:30 - 11:50 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
EVO7/8 - SHAPING THE FUTURE: EXPLORING INNOVATIONS AND ADVANCEMENTS IN EARTHQUAKE ENGINEERING | Convenors: A. Furtado, D. Gautam, C. Del Gaudio, J. Melo, V. Sangiorgi | ||||||||
10:30 - 10:40 | EVALUATING SEISMIC RESPONSE OF INNOVATIVE REUSABLE ECCENTRIC BRACED FRAMES (EBF) K. Andisheh, M. Hasanali, H. Taheri, N. Mago, K. Jármai, A. ShahMohammadi, M. Karpenko, P. Dong, C. Clifton, G. MacRae | |||||||
10:40 - 10:50 | EVALUATION OF CYCLIC BEHAVIORS OF LASER-CLADDING ADDITIVELY MANUFACTURED 316L STAINLESS STEEL C.L. Wang, Y. Yuan, B. Zeng, G.F. Sun | |||||||
10:50 - 11:00 | INFLUENCE OF STRONG-MOTION DATA ON THE EVOLUTION AND FUTURE OF EARTHQUAKE ENGINEERING ADVANCEMENT D. Skolnik, K. Saifullah, M. Franke, M. Ciudad-Real | |||||||
11:00 - 11:10 | NEED TO CONFINE CONCRETE IN RC BRIDGE PIERS FOR GOOD EARTHQUAKE PERFORMANCE IN NEAR-FAULT REGIONS D.K. Jaiswal, C.V.R. Murty | |||||||
11:10 - 11:20 | EARTHQUAKE INTENSITY MEASURES AND STRUCTURAL DAMAGE INDICES: A REVIEW SINCE 2015 V. Giannouli, G. Manoukas, A. Athanatopoulou | |||||||
11:20 - 11:30 | EXPLORING THE SIGNIFICANCE OF SOIL STRAIN INDEX IN MAGNITUDE ESTIMATION FOR EEW SYSTEMS A. Mugesh, R.S. Jakka, Kamal | |||||||
11:30 - 11:40 | EFFECT OF SOIL-MOISTURE CONTENT ON SEISMIC RESISTANCE DESIGN OF STRUCTURES P.N. Panda, R. Selot, A. Chakrabarti, V. Prakash | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
EVO7/8 - SHAPING THE FUTURE: EXPLORING INNOVATIONS AND ADVANCEMENTS IN EARTHQUAKE ENGINEERING | Convenors: A. Furtado, D. Gautam, C. Del Gaudio, J. Melo, V. Sangiorgi | ||||||||
10:30 - 10:40 | SITE CHARACTERIZATION OF THE STRONG MOTION NETWORK OF ULAANBAATAR, MONGOLIA T. Tsamba | |||||||
10:40 - 10:50 | INTEGRATED ROBOTIC WELDING AND TESTS FOR CJP GROOVE WELDS OF A CONTINUITY PLATE TO STEEL BOX COLUMN C.C. Chou, G.J. Yu, C.Y. Yang, K.J. Wang, W.T. Chang, C.L. Wu | |||||||
10:50 - 11:00 | STRUCTURAL RELIABILITY CALCULATION METHOD UNDER COMPONENTS CAPACITY FAILURE CRITERION Y. Bai, J. Li | |||||||
11:00 - 11:10 | CROWD EVACUATION SIMULATION DURING EARTHQUAKE USING SEISMIC RESPONSE ANALYSIS MODELS OF HUMAN BODY T. Sato, T. Hida | |||||||
11:10 - 11:20 | THE RELIABILITY ASSESSMENT OF CONCRETE STRUCTURES WITH RANDOMNESS FROM MATERIAL AND GROUND MOTIONS X. Chen, J. Li | |||||||
11:20 - 11:30 | EXPERIMENTAL RESEARCH ON DURABLE AND SEISMIC-RESILIENT CONCRETE BRIDGES WITH USE OF NOVEL MATERIALS M. Acharya, J. Cantrell, L. Bedriñana, M. Mashal | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
10:30 - 10:40 | REGIONAL SEISMIC HAZARD AT SURFACE LEVEL AS A LANDSLIDE TRIGGER IN THE PAUTO RIVER BASIN, COLOMBIA N. Perico, J. Luengas, L. Mateus | |||||||
10:40 - 10:50 | SITE-SPECIFIC GROUND RESPONSE ANALYSIS FOR TYPICAL SITES IN AMARAVATI CITY, INDIA R. Satyannarayana, R.M. Reddy, C.B. Gupt, B.G. Rajesh | |||||||
10:50 - 11:00 | GROUND AMPLIFICATION FACTOR BASED ON MICROTREMOR ARRAY OBSERVATIONS AT SEISMIC STATIONS IN JAPAN S. Senna | |||||||
11:00 - 11:10 | THE PRODUCTION OF ESTIMATED-VS30 MAPS FOR TURKIYE BY USING THE GEOLOGICAL AND ELEVATION MAPS M.T. Yilmaz, M.K. Kockar, A. Temiz, K. Gokalp, G. Sahin, A. Jalehforouzan, H. Akgun, A.A. Gundogan, M.A. Erberik | |||||||
11:10 - 11:20 | EFFECT OF SOIL DEPOSITS IN DAVAO, PHILIPPINES: A GIS-BASED SITE AMPLIFICATION AND VS 30 PROFILES L. Guieb, G. Lorenzo, W. Guieb | |||||||
11:20 - 11:30 | EMPLOYMENT OF REGION-SPECIFIC TOPOGRAPHIC-SLOPE PROXY FOR VS30 ESTIMATION IN NORTH INDIA. M. Srivastava, M.L. Sharma | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
10:30 - 10:40 | S-WAVE VELOCITY STRUCTURES ON THE KATHMANDU VALLEY, BASED ON MICROTREMOR MEASUREMENT N. Takai, M. Shigefuji, S. Bijukchhen | |||||||
10:40 - 10:50 | AN EARTHQUAKE LOCALIZATION WORKFLOW BASED ON HIERARCHICAL CONVOLUTIONAL AUTOENCODERS H. Shi, C. Gu, Y. Zhong, P. Wu, B. Kang, X. Lu, Z. Yuan | |||||||
10:50 - 11:00 | AN OPTIMIZED SITE CLASSIFICATION SCHEME FOR CHINESE SEISMIC CODE BASED ON CLUSTERING ANALYSIS Y. Liu, Y. Ren, R. Wen, H. Wang, K. Ji | |||||||
11:00 - 11:10 | DYNAMIC MULTIPLIERS FOR PILE T-Z AND P-Y SPRINGS: LEVERAGING CYCLIC CONTOUR DIAGRAMS S. Safinus, A. Amodio, N. Boylan, B. Carlton | |||||||
11:10 - 11:20 | URBAN AREAS, DEEP BASINS, SITE EFFECTS AND SEISMIC HAZARD: THE CASE OF MILAN (ITALY) M. Massa, R. Puglia, S. Lovati, S. Maraio, G. Brunelli, F. Varchetta, E. Ferrari, L.A. Rizzo, F. Villani, L. Luzi | |||||||
11:20 - 11:30 | RECENT DEVELOPMENTS IN IRAN CODES AND POLICY TO REDUCTION OF SURFACE FAULT RUPTURE HAZARDS M. Moosavi | |||||||
11:30 - 11:40 | SITE EFFECTS INVESTIGATION OF MW7.3 SARPOL-E ZAHAB, IRAN EARTHQUAKE ON NOVEMBER 12, 2017 H. Taleshiahangari, M. moosavi, O. Hosseinian | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
10:30 - 10:40 | VERTICAL SPECTRAL RATIO MODEL FOR AT DEPTH IN-COLUMN VERTICAL MOTIONS N. Gregor, L. Al Atik, K. Campbell | |||||||
10:40 - 10:50 | TIME-FREQUENCY POWER SPECTRAL DENSITY MODELS FOR GROUND MOTIONS CONSIDERING DIFFERENT FAULT MECHANIS M.W. Li, X.Z. Cui, H.P. Hong | |||||||
10:50 - 11:00 | TOWARDS A CONSISTENT WEAK-TO-STRONG EMPIRICAL SEISMIC GROUND MOTION MODEL FOR SOUTHWEST ICELAND H. Davari, M. Kowsari, T. Sonnemann, A. Darzi, S. Rahpeyma, B. Halldorsson | |||||||
11:00 - 11:10 | UNCERTAINTY QUANTIFICATION OF GROUND MOTION MODELS USING BAYESIAN ANALYSIS. MODELS FOR COLOMBIA B. Salazar Manrique, A.R. Ortiz, J. Marulanda Casas | |||||||
11:10 - 11:20 | VERTICAL GROUND MOTION: OBSERVATIONS, MODELLING AND IMPLICATIONS FOR SEISMIC HAZARD S. Sgobba, C. Smerzini, F. Ramadan, G. Lanzano, F. Pacor | |||||||
11:20 - 11:30 | A SIMULATION-BASED REGIONAL GROUND-MOTION MODEL FOR EASTERN TURKIYE M.A. Sandikkaya, S. Akkar, A. Kale, E. Yenier | |||||||
11:30 - 11:40 | A PROBABILISTIC DISTRIBUTION MODEL FOR PEAK ACCELERATION OF SEISMIC ACTION P. Feng, M. Zhou, Z. Li | |||||||
MONITOR 17 | ||||||||
IDD7 - RECENT ADVANCES IN RESPONSE MODIFICATION DEVICES AND STRATEGIES | Convenors: K. Kalfas, N. Makris, M. Aghagholizadeh | ||||||||
10:30 - 10:42 | PERFORMANCE EVALUATION OF MULTIPLE NOVEL TMD FOR SEISMIC RESPONSE MITIGATION IN TALL BUILDINGS C. Málaga-Chuquitaype | |||||||
10:42 - 10:54 | SEISMIC RETROFIT OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS BY UTILINZING TUNED MASS DAMPER T. Yaguchi, H. Kurino, T. Nakai, I. Fukushima | |||||||
10:54 - 11:06 | SEISMIC PROTECTION AND VIBRATION CONTROL IN LABORATORY BUILDINGS - BIOSENSE IN NOVI SAD P. Michel, P. Renault, M. Marinkovic | |||||||
11:06 - 11:18 | INCLUDING IMPERFECTIONS IN ANALYTICAL MODELS OF 3D ROCKING BRIDGES K.C. Struja, M. Vassiliou | |||||||
11:18 - 11:30 | EFFECT OF INFILLED MATERIAL ON LOCAL FAILURE OF RESTRAINING PARTS IN BUCKLING-RESTRAINED BRACES M. Nakamura, H. Takizawa, M. Fujita, M. Midorikawa | |||||||
11:30 - 11:42 | MULTISCALE MODELING OF ELASTOMERIC SEISMIC ISOLATORS E. Montalto, D. Konstantinidis | |||||||
11:42 - 11:54 | OPTIMUM PARAMETERS FOR TUNED MASS DAMPER INERTER (TMDI) AND TUNE INERTER DAMPER (TID) O.R. Jaiswal, G. Shirode | |||||||
MONITOR 18 | ||||||||
IDD7 - RECENT ADVANCES IN RESPONSE MODIFICATION DEVICES AND STRATEGIES | Convenors: K. Kalfas, N. Makris, M. Aghagholizadeh | ||||||||
10:30 - 10:42 | PLAN-WISE DIVISION OF THE BUILDING’S SKELETON INTO DYNAMICALLY INTERACTIVE PARTS FOR SEISMIC RESPONS S. Yazdani, M. Hosseini, M. Nekooei | |||||||
10:42 - 10:54 | PROVEN CRITERIA FOR ACHIEVING FUNCTIONALITY OF STRUCTURES WITH SEISMIC ISOLATION A. Mokha, V. Zayas, S. Low | |||||||
10:54 - 11:06 | RESILIENT DESIGN OF BUILDINGS USING SHAPE MEMORY ALLOY CABLE-BASED SELF-CENTERING DEVICES F. Shi, O. Ozbulut | |||||||
11:06 - 11:18 | RESTRAINED ROCKING ISOLATION WITH SUPERELASTIC TENDONS FOR MODULAR BUILDINGS S. Li, H. Tsang, N. Lam | |||||||
11:18 - 11:30 | SEISMIC RESPONSE OF STRUCTURES COUPLED WITH TUNED SELF-CENTERING WALLS E. Ogail, H. Wu, Z. Lu | |||||||
11:30 - 11:42 | SIMULATION OF TUNED LIQUID DAMPER USING PARTICLE FINITE ELEMENT METHOD(PFEM) A. H, U.K. G, N. Nair | |||||||
MONITOR 19 | ||||||||
REC2 - EARTHQUAKES IN THE BALKAN REGION: CONSEQUENCES, LESSONS, RECOVERY, AND RESILIENCE | Convenors: S. Brzev, V. Shendova, M. Savor Novak | ||||||||
10:30 - 10:38 | BALCAN REGION - SPECIFIC SEISMIC VULNERABILITY OF EXISTING MASONRY BUILDINGS, PROJECT SEISMOWALL E. Dumova-Jovanoska, G. Aleksovski, L. Denkovska, S. Churilov, K. Milkova, S. Bogoevska | |||||||
10:38 - 10:46 | AUTOMATIC SENTIMENT ANALYSIS OF CITIZEN'S COMMENTS: THE CASE OF THE 2019 ALBANIA EARTHQUAKE D. Contreras, E. Veliu, D. Antypas, M. Bossu, L. Landès, R. Fallou, S. Wilkinson, J. Hervas, J. Camacho-Collados, E. Dushi, D. Koxhaj | |||||||
10:46 - 10:54 | ANALYSIS OF SEISMIC RISK ASSESSMENT METHODS AND THEIR APPLICATION TO BELGRADE (SERBIA) NEIGHBORHOOD M. Boskovic, P. Bursac, M. Marinkovic | |||||||
10:54 - 11:02 | MASONRY INFILL DAMAGE IN REINFORCED CONCRETE BUILDINGS DURING THE 2019 DURRES, ALBANIA EARTHQUAKE A. Schultz, L. Abrahamczyk, D. Penava, E. Mustafaraj, J. Rautenberg, C. Sim | |||||||
11:02 - 11:10 | FRAMEWORK FOR RAPID EARTHQUAKE LOSS ASSESSMENT AND RECOVERY: ASPECTS OF THE RELAR PROJECT Z. Stojadinovic, M. Marinkovic, M. Kovacevic, M. Nikolic, D. Marinkovic, D. Nedeljkovic, Z. Babovic, Z. Pucanovic, F. Djordjevic, M. Ivanovic, N. Simic, B. Stojadinovic | |||||||
11:10 - 11:18 | NEW VULNERABILITY MODEL OF A TYPICAL UNREINFORCED MASONRY BUILDING IN THE URBAN AREA OF ZAGREB A. Pilipovic, R. Jevtic Rundek, M. Uros, M. Savor Novak, M. Demsic, S. Prevolnik | |||||||
11:18 - 11:26 | NONLINEAR STATIC AND DYNAMIC ANALYSIS OF A TYPICAL PRE-CODE URM BUILDING IN ZAGREB S. Medic, K. Omerovic, M. Hrasnica, M. Uros | |||||||
11:26 - 11:34 | REDUCING FLEXIBILITY OF RC FRAME BUILDINGS AFTER THE NOVEMBER 26, 2019 ALBANIA EARTHQUAKE I. Milicevic, M. Marinkovic, B. Isufi, N. Blagojevic, M. Baballëku, S. Brzev, B. Milosavljevic | |||||||
11:34 - 11:42 | SEISMIC EVALUATION OF A FRAME STRUCTURE CONSIDERING SOIL STRUCTURE INTERACTION K. Edip, V. Sheshov, J. Bojadjieva, A. Bogdanovic | |||||||
MONITOR 20 | ||||||||
SDM12 - RELIABLE AND EFFICIENT MODELS FOR NONLINEAR SEISMIC ANALYSES OF RC STRUCTURES | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
10:30 - 10:39 | ANALYSES OF HIGH-RISE RC BUILDING WITH COMPOSITE FOUNDATION USING HIGH-DENSITY SEISMIC RECORDS S. Yoshikawa, T. Hatada, H. Liu, N. Adachi, Y. Sako, M. Nagano | |||||||
10:39 - 10:48 | A NEW MODEL FOR DIAGONALLY REINFORCED COUPLING BEAMS TO CAPTURE WALL SHEAR DEMAND REDISTRIBUTION K. Kalbasi, K. Sugaya, M. Teshigawara, J. Wallace | |||||||
10:48 - 10:57 | SIMPLIFIED NONLINEAR MODEL FOR SIMULATING DAMAGED REINFORCED CONCRETE WALLS H.A. Galvez, M.A. Hube, R.S. Henry, R. Junemann | |||||||
10:57 - 11:06 | DAMAGE CHARACTERIZATION OF REINFORCED CONCRETE WALLS UNDER DRIFT LIMITATIONS G. Faraone, K. Ahmed | |||||||
11:06 - 11:15 | A FINITE ELEMENT MODEL FOR THE SEISMIC ASSESSMENT OF NIAGARA-TYPE BRIDGE OVERPASSES M. Gaetani d Aragona, A. Recupero, A. Prota | |||||||
11:15 - 11:24 | A COMBINATION OF FINETUNED MATERIAL MODELS FOR NONLINEAR STATIC ANALYSIS OF RC COLUMNS T. Chandra, R. Goswami | |||||||
11:24 - 11:33 | EVALUATION OF THE RESIDUAL DEFORMATION CAPACITY OF DAMAGED BUILDINGS AGAINST FUTURE SEISMIC EVENTS. K. Kim, K. Kusunoki, Y. Maida, T. Yeow | |||||||
11:33 - 11:42 | EXTENDING THE SHEAR-FLEXURE INTERACTION PLANAR MODEL TO COLUMN ELEMENTS WITH BIAXIAL LOADING L. Massone, C. Picon, C. Lopez | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SDM12 - RELIABLE AND EFFICIENT MODELS FOR NONLINEAR SEISMIC ANALYSES OF RC STRUCTURES | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
10:30 - 10:39 | INFLUENCE OF LOADING PROTOCOLS ON THE HYSTERETIC ENERGY DISSIPATION CAPACITY OF RC COLUMNS R. Noriega-Barrueto, R. Mejia-Trejo, J. Bairan-Garcia | |||||||
10:39 - 10:48 | LOCALIZATION ISSUES IN MODELLING OF SUBSTANDARD RC BEAM-COLUMN JOINTS Y. Demirtas, O. Yurdakul, O. Avsar | |||||||
10:48 - 10:57 | MODELLING AND DESIGN OPTIONS FOR REINFORCED CONCRETE DUAL WALL-FRAME BUILDING STRUCTURES N. Lopez-Machado, D. Lopez-Garcia, P. Parra, G. Araya-Letelier | |||||||
10:57 - 11:06 | NEW ELEMENT FOR NONLINEAR MODELING OF RC WALLS: QUADRILATERAL SHELL FIBER ELEMENT (SHEFI) B. Suquillo, F. Rojas, L. Massone | |||||||
11:06 - 11:15 | NON-LINEAR MODELING OF CONCRETE-FILLED DOUBLE STEEL PLATE COMPOSITE SHEAR WALLS UNDER CYCLIC LOADING O. Cobanoglu, X. Lu, X. Ni | |||||||
11:15 - 11:24 | QUANTIFYING THE EFFECTS OF SEISMIC LOADING HISTORY ON THE COLLAPSE BEHAVIOR OF CONCRETE COLUMNS S.S. Khedmatgozar Dolati, W. Ghannoum, R. Ghorbani, A. Suselo, A. Matamoros | |||||||
11:24 - 11:33 | VALIDATION OF DISPLACEMENT-BASED FRAME ELEMENTS WITH ONE ADDITIONAL AXIAL DOF M. Horikawa | |||||||
11:33 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR5 - FORWARD-LOOKING EARTHQUAKE RISK MODELLING AND QUANTIFICATION: RECENT ADVANCES AND PERSPECTIVES | Convenors: C. Galasso, G. Cremen, V. Silva | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | ALTERNATIVE METHODOLOGIES FOR DAMAGE-DEPENDENT FRAGILITY ESTIMATION OF REINFORCED CONCRETE BUILDINGS L. Pedone, R. Gentile, C. Galasso, S. Pampanin | |||||||
10:45 - 10:55 | A NOVEL FRAMEWORK FOR ASSESSING MULTI-HAZARD RISK AND RESILIENCE IN A CHANGING WORLD C. Gonzalez-Duenas, G. Cremen, C. Galasso | |||||||
10:55 - 11:05 | ASSESSING THE CASCADING IMPACTS OF EARTHQUAKE AND THE TRIGGERED QUICK-CLAY LANDSLIDE IN ALNA, NORWAY C. Huang, A. Meslem, O. Mohammad Ibrahim, I.S. Gjetrang, F. Victoria De Maio, F. Ghione | |||||||
11:05 - 11:15 | FILLING THE KNOWLEDGE GAP: FROM SEISMIC RISK MAPS TOWARDS NATIONWIDE DIGITAL TWINS M. Matteoni, L. Pedone, S. Pampanin | |||||||
11:15 - 11:25 | FUTURE EXPOSURE ESTIMATION WITH MACHINE LEARNING MODELS C. Geiss, J. Maier, E. So, Y. Zhu | |||||||
11:25 - 11:35 | IMPLICATIONS OF THE USE OF PHYSICS-BASED SIMULATIONS IN THE (RE)INSURANCE SECTOR M. Stupazzini, R. Paolucci, A. Allmann, I. Mazzieri, M. Käser, C. Smerzini | |||||||
11:35 - 11:45 | INVESTIGATING LONG AND SHORT-TERM TIME DEPENDENCIES IN EARTHQUAKE RISK MODELING S. Iacoletti, G. Cremen, C. Galasso | |||||||
MONITOR 23 | ||||||||
SHR5 - FORWARD-LOOKING EARTHQUAKE RISK MODELLING AND QUANTIFICATION: RECENT ADVANCES AND PERSPECTIVES | Convenors: C. Galasso, G. Cremen, V. Silva | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | LIQUEFACTION HAZARD MAPPING FOR CATASTROPHE RISK ASSESSMENT USING STATISTICAL LEARNING TECHNIQUES S. Prabhu, M. Javanbarg, A. Shahjouei | |||||||
10:45 - 10:55 | IMPLEMENTATION OF FEM-DEM MODELS FOR THE ASSESSMENT OF HUMAN LOSSES DUE TO EARTHQUAKES H. Lovon, V. Silva, R. Vicente, T. Ferreira | |||||||
10:55 - 11:05 | QUANTIFYING THE INFLUENCE OF SOIL DATA ON EARTHQUAKE LOSS ESTIMATIONS U. Khursheed, F. Ferretti, C. Mazzotti, G. Faraone | |||||||
11:05 - 11:15 | SEISMIC RISK, DIRECT, AND INDIRECT LOSSES FOR THE HISTORIC CITY OF RHODES E. Karaferi, M. Kohrangi, A. Spillatura, D. Tsarpalis, D. Vamvatsikos | |||||||
11:15 - 11:25 | SELECTING EARTHQUAKE SCENARIOS FOR RISK ANALYSIS N. Sharma, J. Baker | |||||||
11:25 - 11:35 | NEW STEPS TOWARDS A MORE REALISTIC MODEL OF THE BUILDING STOCK AND SEISMIC VULNERABILITIES C. Sousa Oliveira, M. Lopes, F. Mota de Sá, R. Bento, M. Amaral Ferreira, C. Pinto, C. Pousada, C. Ferreira | |||||||
MONITOR 24 | ||||||||
SHR11 - ADVANCES IN THE SEISMIC HAZARD AND RISK ASSESSMENT OF NUCLEAR POWER PLANTS | Convenors: D. Vamvatsikos, P. Bazzurro, I. Zentner | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | A SIMPLIFIED AND EFFICIENT METHOD FOR SEISMIC HAZARD ANALYSIS B. Li, Z. Cai | |||||||
10:45 - 10:57 | RIGOROUS BAYESIAN APPROACH TO DEVELOP MAXIMUM MAGNITUDES DISTRIBUTIONS FOR PSHA COMPUTATIONS I. Zentner, E. Viallet | |||||||
10:57 - 11:09 | EVALUATION OF AFTERSHOCKS IMPACT ON SEISMIC SAFETY OF POWER PLANTS BASED ON EXPERIENCE FEEDBACK S. Fathabadi, H. Sadegh-Azar | |||||||
11:09 - 11:21 | IMPLEMENTATION AND BENCHMARKING OF CS APPROACH(ES) FOR NUCLEAR SAFETY ASSESSMENTS I. Zentner, M. Talaat, M. Pagani, P. Bazzurro | |||||||
11:21 - 11:33 | FROM PGA TO ANYTHING: FRAGILITY CURVE CONVERSIONS FOR NUCLEAR POWER PLANT APPLICATIONS N.D. Karaferis, A.V. Gerontati, D. Vamvatsikos | |||||||
11:33 - 11:45 | THE IMPACT OF SEISMIC INTENSITY MEASURES ON THE NUMBER OF REQUIRED RECORDS FOR TIME HISTORY ANALYSIS M. Zouatine, S.M. Nabizadeh, H. Sadegh-Azar | |||||||
MONITOR 25 | ||||||||
SHR11 - ADVANCES IN THE SEISMIC HAZARD AND RISK ASSESSMENT OF NUCLEAR POWER PLANTS | Convenors: D. Vamvatsikos, P. Bazzurro, I. Zentner | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | A BARE-BONES NUCLEAR POWER PLANT CASE STUDY TO TEST UNCERTAINTY PROPAGATION AND CORRELATION EFFECTS A. Gerontati, N. Karaferis, D. Vamvatsikos, P. Bazzurro, C. Droszcz | |||||||
10:45 - 10:57 | FRAGILITY MODELING OF NUCLEAR POWER PLANTS' COMPONENTS: INTENSITY MEASURES AND ANALYSIS SET-UP G. Triantafyllou, I. Zentner, M. Kohrangi, A. Khemakhem, V. Alves-Fernandes, P. Bazzurro | |||||||
10:57 - 11:09 | SEISMIC RISK OF NON-CONFORMING STEEL STRUCTURES-PRELIM. ASSESSMENT OF THE SHIP DECAY VESSEL AT CERN F. Bonnes, A. Miano, A. Fiorillo, A. Prota, M. Andreini, R. Jacobsson | |||||||
11:09 - 11:21 | BASE ISOLATION SOLUTIONS IN THE SEISMIC RISK ASSESSMENT OF NUCLEAR POWER PLANTS G. Attanasi, D. Kurmann | |||||||
11:21 - 11:33 | TEST BASED CAPACITY AND UNCERTAINTY ASSESSMENT FOR SEISMIC FRAGILITY ANALYSIS OF ELECTRICAL COMPONEN I. Choi, J. Jeong, D. Park, S. Jang | |||||||
11:33 - 11:45 | LEAKAGE RATE EXPERIMENTS OF REINFORCED CONCRETE WALLS Y. Lee, H.-. Park | |||||||
MONITOR 26 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:46 | CITY AND TSUNAMI M. Klyachko, V. Kaistrenko, E. Pelinovsky, A. Zaitsev | |||||||
10:46 - 11:00 | ISSUES OF EVACUATION FROM INFREQUENT LARGE TSUNAMIS: LESSONS LEARNED FROM THE CASE OF ISHINOMAKI Y. Goto | |||||||
11:00 - 11:14 | ASSESSING THE IMPACT OF EVACUATION SIGNAGE ON TSUNAMI EVACUATION: A CASE STUDY OF KHAO LAK, THAILAND N. Trumikaborworn, P. Latcharote, P. Warnitchai | |||||||
11:14 - 11:28 | FIELD SURVEY ON FACTORS AFFECTING THE INITIATION OF TSUNAMI EVACUATION IN YOGYAKARTA, INDONESIA K. Sujatmiko, Y. Okumura, R. Abdulharis, A. Handayani | |||||||
11:28 - 11:42 | PROBABILISTIC TSUNAMI EVACUATION MODELLING FOR CITY OF CATANIA, EASTERN SICILY F. Jalayer, S. Soltani, S. Ghaffarian, S. Lorito, M. Volpe, B. Brizuela, F. Løvholt, H. Ebrahimian, F. Romano, S. Gibbons | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 27 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | EXPERIMENTAL AND NUMERICAL MODELLING OF BUILDING RESPONSE TO TSUNAMI LOADING H. Till, M.T. Stephens, C. Toma | |||||||
10:43 - 10:53 | PERFORMING TSUNAMI PUSH-OVER ANALYSIS USING TWO DIFFERENT MODELLING APPROACHES M. Baiguera, D.W. Aegerter, T. Rossetto, I.N. Robertson | |||||||
10:53 - 11:03 | THE APPLICABILITY OF THE MATERIAL POINT METHOD ON TSUNAMI RISK ASSESSMENT FOR BRIDGES W. Yang, T. Teng | |||||||
11:03 - 11:13 | CHARACTERIZATION OF OUT-OF-PLANE BEHAVIOR OF CLT PANEL CONNECTIONS FOR TSUNAMI LOAD RESILIENCE R.A. Salgado, S. Guner | |||||||
11:13 - 11:23 | QUANTIFICATION OF STRUCTURAL LOADING FROM TSUNAMI-INDUCED DEBRIS FIELDS M. Motley, N. Lewis, D. Mascarenas, P. Arduino, M. Eberhard | |||||||
11:23 - 11:33 | TSUNAMI-DRIVEN DEBRIS EFFECTS ON STRUCTURES USING A MULTI-GPU MPM TOOL P. Arduino, J. Bonus, M. Motley, M. Eberhard | |||||||
11:33 - 11:43 | OPEN-SOURCE NONLINEAR FLUID-STRUCTURE-INTERACTION FOR CASCADING HAZARDS VIA COUPLED CFD-FEA N. Lewis, A. Winter, M. Motley, M. Eberhard, D. Lehman, P. Arduino | |||||||
11:43 - 11:45 | DISCUSSION |
WEDNESDAY | 14:30 - 15:45 |
SPACE 1 | ||||||||
SDM3 - CHALLENGES IN THE BEHAVIOR, MODELING, ANALYSIS, AND DESIGN OF SELF-CENTERING STRUCTURAL SYSTEMS | Convenors: A. Belleri, O. Lavan, P. Okumus | ||||||||
14:30 - 14:34 | INTRODUCTION | |||||||
14:34 - 14:40 | SENSITIVITY ANALYSIS OF DOUBLE-INTERFACE ROCKING WALLS WITH ADDITIONAL HYSTERETIC AND VISCOUS DAMPER S. Labò, A. Marzok, A. Belleri, O. Lavan, M. Bianchessi | |||||||
14:40 - 14:52 | REPAIRABLE FUSE SYSTEM FOR SELF-CENTERING ROCKING SHEAR WALL A.M. Alami M., S. Parsafar, A. S. Moghadam, B. Mansouri, M. Hosseini, A.R. Khorramabadi | |||||||
14:52 - 15:04 | ENHANCEMENT OF ROCKING ISOLATION SYSTEM PREDICTABILITY THROUGH SUPPLEMENTARY SYSTEM VARIATION M. Zaki, C. Zhong, C. Christopoulos | |||||||
15:04 - 15:16 | FINITE ELEMENT MODELING OF THE SEISMIC RESPONSE OF A BRIDGE-LIKE MODEL WITH RESTRAINED ROCKING PIERS A. Katsamakas, M. Vassiliou | |||||||
15:16 - 15:28 | HIGHER-MODE MITIGATION AND NON-STRUCTURAL ELEMENTS IN BUILDINGS WITH CONTROLLED ROCKING BRACED FRAMES T. Steele | |||||||
15:28 - 15:40 | DEVELOPMENT OF TWO TYPES OF LOW-PRESTRESSED SELF-CENTERING BRACES Y. Xiao, H. Bai, W. Tian, Y. Zhou, M.O. Eberhard, J.F. Stanton | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
14:30 - 14:32 | INTRODUCTION | |||||||
14:32 - 14:39 | SELF-CENTERING STRUCTURAL MEMBERS ENABLED BY SUPERELASTIC SMA DEVICES B. Wang, S. Zhu | |||||||
14:39 - 14:46 | ANALYSIS AND EXPERIMENTAL VALIDATION OF DISSIPATER EQUIVALENCE WITH DIFFERENT REACTION MECHANISMS G. Rodgers, R. Henry, Y. Lu, A. Gu, Y. Zhou, Q. Yang | |||||||
14:46 - 14:53 | EXPERIMENTAL EVALUATION OF THE ULTRA-LOW CYCLE FATIGUE LIFE OF CAST STEEL YIELDING FUSES P. Mortazavi, O. Kwon, C. Christopoulos | |||||||
14:53 - 15:00 | CONSTRAINED MULTI-OBJECTIVE OPTIMIZATION OF NEGATIVE STIFFNESS DEVICES FOR SEISMIC PROTECTION K. Kapasakalis, G. Florakis, E. Sapountzakis | |||||||
15:00 - 15:07 | SEISMIC FRAGILITY ASSESSMENT OF RETROFITTING STEEL BUILDING IN EASTERN CANADA DESIGNED IN THE 1960S X. Han, Y. Xie, C. Ning, O. Galindo | |||||||
15:07 - 15:14 | EXPERIMENT AND NUMERICAL STUDY OF ROTATIONAL TWO-LEVEL FRICTION DAMPER WITH LEVERAGING MECHANISM Z. Huang, C. Zhang, W. Huang, Z. Yu, C. Lu | |||||||
15:14 - 15:21 | EXPERIMENTAL EVALUATION OF KNIFE-PLATE CONNECTED STEEL PANEL DAMPER DEVICES P.C. Hsiao, C.Y. Li | |||||||
15:21 - 15:28 | EXPERIMENTAL STUDIES ON AXIALLY-YIELDING IRON-BASED SHAPE MEMORY ALLOY ENERGY DISSIPATING BARS A. Rahmzadeh, M.S. Alam | |||||||
15:28 - 15:35 | PARAMETRIC ANALYSIS ON THE SEISMIC RESPONSE OF SELF-CENTERING DISSIPATIVE SDOF SYSTEMS L. Pieroni, F. Freddi, M. Latour, E. Tubaldi | |||||||
15:35 - 15:42 | METAL 3D-PRINTED LATTICE CRESCENT SHAPED BRACE DEVICE TO STRENGTHEN PINNED BEAM-COLUMN CONNECTIONS L. Arrè, V. Laghi, G. Gasparini, M. Palermo | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | FINDINGS FROM A DECADE OF GROUND MOTION SIMULATION VALIDATION RESEARCH AND A PATH FORWARD S. Rezaeian, J. Stewart, N. Luco, C. Goulet | |||||||
14:45 - 14:57 | PHYSICS-BASED SIMULATED ACCELEROGRAMS FOR ENGINEERING APPLICATIONS: THE BB-SPEEDSET C. Smerzini, R. Paolucci, M. Vanini | |||||||
14:57 - 15:09 | CONSTRAINING NEAR-FAULT GROUND MOTION SIMULATIONS: THE POTENTIAL OF DISPLACED GRAVE SLABS M. Causse, C. Lachanas, D. Vamvatsikos, L. Baillet | |||||||
15:09 - 15:21 | EXPLANATORY STUDY OF SPECTRAL CORRELATION PATTERNS IN STOCHASTIC GROUND MOTION MODELS M. Su, M. Dabaghi, M. Broccardo | |||||||
15:21 - 15:33 | 3D PHYSICS-BASED SIMULATIONS OF GROUND MOTION DURING THE SOUTH ICELAND EARTHQUAKE ON 17 JUNE 2000 V.M. Hernández Aguirre, R. Rupakhety, S. Ólafsson, B. Bessason, S. Erlingsson, R. Paolucci, C. Smerzini | |||||||
15:33 - 15:45 | EFFECT OF SOIL NONLINEARITY ON PHYSICS-BASED GROUND MOTION SIMULATIONS W. Zhang, Y. Dong, J. Crempien, P. Arduino, E. Taciroglu | |||||||
BROWN 2 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:39 | SEISMIC DESIGN AND SUB-ASSEMBLAGE TESTS OF A NOVEL REPLACEABLE FUSE CONNECTION FOR SCBFS P. Patra, D.R. Sahoo, A.K. Jain | |||||||
14:39 - 14:47 | ARCHETYPE CFS WALL LINE STUDY: EXPLORING INFLUENECE OF SYSTEM EFFECTS ON SEISMIC RESPONSE M.S. Speicher, Z. Zhang, B.W. Schafer | |||||||
14:47 - 14:55 | INFLUENCE OF LOADING PROTOCOL ON THE PERFORMANCE OF DEEP WIDE FLANGE COLUMN SUBASSEMBLIES C. Flores Carreras, O. Sediek, J. McCormick, S. El-Tawil, C.M. Uang, G. Mosqueda | |||||||
14:55 - 15:03 | SHAKE TABLE TEST OF A FULL-SCALE THREE-STORY STEEL BUILDING WITH SHEAR FUSES J. Liu, E. Williamson, M. Morano, C. Pantelides, T. Hutchinson, P. Richards | |||||||
15:03 - 15:11 | STRAIN HARDENING FACTORS FOR RBS CONNECTIONS WITH HEAVY BEAMS P. Richards | |||||||
15:11 - 15:19 | TOWARDS MORE EFFICIENT FOOTINGS FOR CONCENTRICALLY BRACED FRAMES: EFFECTS OF VARIABILITY H. M. Madani, L. D. A. Wiebe, P. Guo, S. Koboevic | |||||||
15:19 - 15:27 | BI-LATERAL LOADING TEST IN RANGE OF LARGE DEFORMATION FOR SUBASSEMBLAGE WITH COMPOSITE BEAMS K. Saeki, S. Mukaide, D. Yamamoto | |||||||
15:27 - 15:35 | EVALUATION METHOD OF YIELD FLEXURAL STRENGTH OF WELDED JOINT WITH DISCREPANCY OF STEEL HOLLOW-SECTION COLUMNS I. Chan, Y. Kitagawa, Y. Koetaka | |||||||
15:35 - 15:45 | DISCUSSION | |||||||
AMBER 1 | ||||||||
SHR7 - WHEN SCIENCE MEETS INDUSTRY: ADVANCES IN ENGINEERING SEISMOLOGY STEMMING FROM ENGINEERING PRACTICE | Convenors: O.-J. Ktenidou, D. Asimaki, H. Miyake | ||||||||
14:30 - 14:45 | EVOLUTION OF THE BACKBONE APPROACH TO BUILDING GROUND-MOTION LOGIC TREES FOR SITE-SPECIFIC PSHA J.J. Bommer | |||||||
14:45 - 15:00 | GRADING THE SEISMIC HAZARD ASSESSMENT IN SITE EVALUATION OF SMALL MODULAR REACTORS Z. Gulerce, N.A. Abrahamson, P. Contri, M. Salmon | |||||||
15:00 - 15:15 | SYNERGY BETWEEN ACADEMIA AND PRACTICE FOR AN OVERDUE SHIFT TO BETTER-THAN-CODE SEISMIC DESIGN S. Nikolaou | |||||||
15:15 - 15:30 | GROUND-MOTION CHARACTERIZATION MODELS FOR NEW ZEALAND NATIONAL SEISMIC HAZARD MODEL (NSHM-22) S. Bora, B. Bradley, E. Manea, M. Gerstenberger, R. Lee, P. Stafford, G. Atkinson, A. Kaiser, C. DiCaprio | |||||||
15:30 - 15:45 | NEAR-FAULT GROUND MOTION AND SUBSURFACE STRAIN-VELOCITY FROM BOREHOLE OPTICAL FIBER & SEISMIC ARRAY K. Ma, W. Wu | |||||||
AMBER 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
14:30 - 14:42 | PHYSICS-INFORMED DEEP LEARNING FOR SEISMIC RESPONSE MODELING R. Zhang, Y. Liu, H. Sun, G. Wu | |||||||
14:42 - 14:54 | AN ARTIFICIAL NEURAL NETWORK APPROACH TO ESTIMATE SEISMIC RESPONSE L. Alcántara, S.R. García | |||||||
14:54 - 15:06 | SCORE-BASED GENERATIVE MODELS FOR REGIONAL SEISMIC WAVEFIELD SYNTHESIS C. Gu | |||||||
15:06 - 15:18 | PHYSICS-INFORMED DEEP LEARNING MODEL FOR PREDICTING SPATIAL VARIABILITY IN STRONG GROUND MOTIONS K. Kaneko, T. Iwasaki, K. Yoneyama | |||||||
15:18 - 15:30 | SURROGATE MODELLING TO PREDICT THE SEISMIC RESPONSE OF STEEL CBFS B. Broderick, J. Hickey, H. Moore | |||||||
15:30 - 15:42 | NEURAL-NET BASED HYSTERESIS MODELING OF MOMENT FRAME CONNECTIONS S. Kim, J. Ahn, T. Yoon | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
AMBER 3 | ||||||||
EXP4 - EVOLUTION OF EXPERIMENTAL TECHNIQUES IN EARTHQUAKE ENGINEERING AND EXPERIMENTAL DATA MANAGEMENT | Convenors: A. Pavese, N. Yoshiaki, J. Ramirez | ||||||||
14:30 - 14:38 | ACCELERATING RESEARCH THROUGH DATA PUBLISHING AND DATA REUSE E. Rathje, M. Esteva, S. Brandenberg, C. Dawson, J. Padgett, J. Pinelli | |||||||
14:38 - 14:46 | NONLINEAR AND MULTI-PHYSICS CONTROL FRAMEWORKS FOR RTHS S. Dyke, J. Condori, H. Montoya, M. Salmeron, E. Patino, C. Silva | |||||||
14:46 - 14:54 | NHERI@UC SAN DIEGO UPGRADED 6-DOF LARGE HIGH-PERFORMANCE OUTDOOR SHAKE TABLE FACILITY J. Conte, J. Restrepo, L. Van Den Einde, C. Lai, K. Lotfizadeh, M. Morrison, A. Rodriguez, M. Nemeth, B. Thoen, M. Halvorson | |||||||
14:54 - 15:02 | MULTI-DIRECTIONAL SHAKE TABLE REAL-TIME HYBRID SIMULATIONS OF FLOOR ISOLATION SYSTEMS IN BUILDINGS E. Villalobos Vega, P.S. Harvey, J. Ricles, L. Cao, F. Malik, T. Marullo | |||||||
15:02 - 15:10 | COMPUTATIONAL TOOLS TO INTEGRATE EXPERIMENTAL DATA WITH PERFORMANCE-BASED EARTHQUAKE SIMULATIONS G. Deierlein, M. Dejong | |||||||
15:10 - 15:18 | FUTURE PERSPECTIVE OF CONTRIBUTION TO RESEARCH ON EARTHQUAKE-DISASTER RISK REDUCTION WITH E-DEFENSE K. Tabata, Y. Kawamata, Y. Komatsu, E. Sato, J. Fujiwara, T. Yamashita, Y. Nakano | |||||||
15:18 - 15:26 | E-ISOLATION : DYNAMIC TESTING FACILITY WITH HIGH-PERFORMANCE FORCE MEASUREMENT SYSTEM Y. Takahashi, T. Takeuchi, S. Kishiki, Y. Shinozaki, M. Yoneda, K. Kajiwara, A. Wada | |||||||
15:26 - 15:34 | SUPER LARGE EXPERIMENTS ON COASTAL STRUCTURES USING LARGE HYDRO GEO FLUME K. Suzuki | |||||||
15:34 - 15:42 | HYBRID SIMULATION USING MIXED DISPLACEMENT FORCE CONTROL WITH COLUMN SHORTENING COMPATIBILITY K.J. Wang, C.C. Chou, C.W. Huang, H.K. Shen, C. Sepulveda, G. Mosqueda, C.M. Uang | |||||||
15:42 - 15:50 | DEVELOPMENTS IN EXPERIMENTAL TECHNIQUES AND DATA MANAGEMENT AT ELSA G. Tsionis, F.J. Molina, M. Peroni, P. Pegon, M. Lamperti Tornaghi | |||||||
AMBER 4 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
14:30 - 14:32 | INTRODUCTION | |||||||
14:32 - 14:41 | TSUNAMI HAZARD ACROSS SCALES: THE GLOBAL TSUNAMI MODEL (GTM) AND DESTINATION EARTH S. Lorito, M. Volpe, B. Bayraktar, F. Romano, A. Scala, F. Løvholt, G. Davies | |||||||
14:41 - 14:50 | LOCAL RESONANCE AND ITS RELATION TO UNCERTAINTY IN HAZARD CHARACTERIZATION P. Catalan, N. Zamora, R. Cienfuegos, M. Carvajal | |||||||
14:50 - 14:59 | PREDICTING TSUNAMI INUNDATION AND IMPACTS - USING OFFSHORE WAVE DATA AND ML FOR RAPID ASSESSMENT N. Ragu Ramalingam, A. Rao, A. Abbate, E. Briseid Storrøsten, K. Johnson, G. Davies, S. Lorito, M. Pagani, M. Martina | |||||||
14:59 - 15:08 | TSUNAMI RISK FRAMEWORK BASED ON AGENT-BASED EVACUATION MODELLING: THE CASE OF KUROSHIO, KOCHI, JAPAN R. De Risi, A. Muhammad, F. De Luca, W. Kongko, N. Mori, T. Yasuda, K. Goda | |||||||
15:08 - 15:17 | EVALUTION OF TSUNAMI DAMAGE MODEL TRANSFER BETWEEN PACIFIC ISLAND COUNTIRIES R. Paulik, C. Bosserelle, S. Williams, R. Welsh, Z. Xu, J. Chan Ting, T. Kula, O. Faanunu, L. Talia, N. Metherall, L. Biukoto, A. Suppasri | |||||||
15:17 - 15:26 | PROBABILISTIC MULTI-HAZARD EARTHQUAKE-TSUNAMI STRUCTURAL RISK ASSESSMENT FRAMEWORK M. Alam, A. Barbosa | |||||||
15:26 - 15:35 | PROPAGATING UNCERTAINTY IN TSUNAMIGENESIS THROUGH TO DAMAGE AND LOSS USING DATA REDUCTION C. Nievas, A. Androsov, S. Harig, J. Karstens, Y. Ren, M. Urlaub, G. Weatherill | |||||||
15:35 - 15:44 | LIFE-CYCLE RISK AND RESILIENCE OF COASTAL INFRASTRUCTURE UNDER MULTIPLE HAZARDS M. Akiyama | |||||||
15:44 - 15:45 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
14:30 - 14:40 | HISTORICAL EARTHQUAKE CATALOGUES VS. PROBABILISTIC SEISMIC HAZARD ASSESSMENT A. Rovida, A. Antonucci, V. D Amico, C. Meletti, F. Visini | |||||||
14:40 - 14:50 | APPLYING A SCORING SCHEME TO A PROBABILISTIC SEISMIC HAZARD MODEL USING MACROSEISMIC INTENSITY DATA V. D Amico, C. Meletti, F. Visini, W. Marzocchi, A. Rovida | |||||||
14:50 - 15:00 | THE PERFORMANCE OF 2020 EUROPEAN SEISMIC HAZARD MODEL (ESHM20) TO FORECAST GROUND SHAKING IN ROMANIA E. Manea, L. Danciu, C. Cioflan, D. Toma-Danila | |||||||
15:00 - 15:10 | A GLOBAL EARTHQUAKE SCENARIO DATABASE (ESD) FOR THE CALIBRATION AND VERIFICATION OF LOSS MODELS Z. Karim Zadeh, V. Silva, C. Yepes-Estrada, M. Caruso, S. de la Fuente | |||||||
15:10 - 15:20 | ADVANCEMENTS IN THE EARTHQUAKE RISK CALCULATORS OF THE OPENQUAKE-ENGINE A. Rao, V. Silva, C. Yepes-Estrada, M. Simionato | |||||||
15:20 - 15:30 | A PHYSICALLY-BASED EARTHQUAKE RECURRENCE MODELLING FOR SEISMIC RISK ESTIMATIONS J.J. Aguirre, L. Danciu, S. Wiemer | |||||||
15:30 - 15:45 | THE PROMISE OF NEW TECHNOLOGIES IN EARTHQUAKE ENGINEERING V. Silva, C. Costa, L. Martins, A. Rao | |||||||
AMBER 6 | ||||||||
ASR10 - DESIGN AND RETROFITTING WITH POST-INSTALLED SOLUTIONS | Convenors: G. Muciaccia, A. Sharma | ||||||||
14:30 - 14:40 | AN EXPERIMENTAL STUDY ON 2D AND 3D BEAM-COLUMN JOINTS RETROFITTED WITH POST-INSTALLED HAUNCHES M. Tonidis, V. Birtel, A. Sharma | |||||||
14:40 - 14:50 | AXIAL BEHAVIOR OF PARTIALLY BONDED POST-INSTALLED ADHESIVE ANCHORAGE FOR RETROFIT APPLICATIONS M. Morano, T. Hutchinson, R. Piccinin, J. Silva | |||||||
14:50 - 15:00 | BOND-SLIP MODEL OF EPOXY ADHESIVE ANCHORS TO FROZEN DAMAGED CONCRETE Y. Yano, Y. Takase | |||||||
15:00 - 15:09 | EXPERIMENTAL INVESTIGATION OF CONNECTION STIFFNESS FOR SINGLE HAUNCH SEISMIC RETROFITTING SYSTEM A. Zabihi, J. Lee, H. Tsang, E. Gad | |||||||
15:09 - 15:18 | EXPERIMENTAL STUDY ON AN ATTACHED RC FRAME USING HIGH STRENGTH ANCHOR BOLTS T. Chiou, K. Teng, L. Chung, T. Lee | |||||||
15:18 - 15:27 | EXPERIMENTAL TESTING OF RC FRAME RETROFITTED WITH STEEL BRACE USING POST-INSTALLED CHEMICAL ANCHORS D. Tewatia, P.C.A. Kumar | |||||||
15:27 - 15:36 | EXPERIMENTAL INVESTIGATION ON THE RESPONSE OF SUBSTANDARD RC FRAMES RETROFITTED WITH RC INFILL WALLS T. Papatheocharis, V. Koutselinis, M. Moretti, P. Perdikaris | |||||||
15:36 - 15:45 | HAUNCH RETROFIT OF RC BEAM-COLUMN JOINT: FASTENING ASSESSMENT A. Marchisella, G. Muciaccia | |||||||
AMBER 7 | ||||||||
RES12 - PATHWAYS OF CONNECTING EARTHQUAKE ENGINEERING AND COMMUNITY RESILIENCE FOR POLICY ACTION | Convenors: S. Derakhshan, H. Burton, C. Huyck | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:41 | CALIFORNIA STATE-FUNDED PROGRAM REDUCES DISPARITIES IN SEISMIC RETROFIT BUT NOT BY ENOUGH, YET S. Galicia Madero, H. Burton, S. Derakhshan | |||||||
14:41 - 14:49 | AGAINST BCA: REORIENTING RESOURCE ALLOCATION TO STRENGTHEN COMMUNITY RESILIENCE C. Huyck, Y. Lee, Z. Hu, G. Esquivias, H. Burton | |||||||
14:49 - 14:57 | ASSESSING THE ECONOMY OF RECOVERY-BASED DESIGN D. Cook, S. Elsibaie, J. Fung, S. Sattar | |||||||
14:57 - 15:05 | A PARAMETRIC EARTHQUAKE RECIPROCAL EXCHANGE TO INSURE COMMUNITIES ACROSS THE UNITED STATES G. Franco, R. Guidotti, D. Wald | |||||||
15:05 - 15:13 | PUBLIC-PRIVATE INCENTIVES FOR RESIDENTIAL SEISMIC MITIGATION IN CALIFORNIA J. Maffei | |||||||
15:13 - 15:21 | LINKING ENGINEERING COMMUNITY AND SOCIETY: THE BUILDING CENSUS FOR SEISMIC DAMAGE ASSESSMENT (CEDAS) C. Scaini, A. Peresan, C. Barnaba | |||||||
15:21 - 15:29 | BASELINES FOR COMPARATIVE RECOVERABILITY MODELING S. Derakhshan | |||||||
15:29 - 15:37 | FUNCTIONAL RECOVERY OF BUILDINGS FOR ENHANCING SEISMIC RESILIENCE A. Chang-Richards, H. Burton, L. Johnson, K. Elwood, D. Brunsdon | |||||||
15:37 - 15:45 | DISCUSSION | |||||||
AMBER 8 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
14:30 - 14:45 | COSMOS SITE CHARACTERIZATION PROJECT UPDATES A. Askan, M. Pilz, S. D Amico, S. Ahdi, A. Yong | |||||||
14:45 - 15:00 | PREDICTING VS PROFILE FROM HORIZONTAL-TO-VERTICAL SPECTRAL RATIO BY SUPERVISED MACHINE LEARNING K. Hayashi, T. Suzuki, C. Konishi, H. Suzuki, H. Matsuyama | |||||||
15:00 - 15:15 | EMPIRICAL METHODS TO ESTIMATE SITE AMPLIFICATION FACTORS BY USING EARTHQUAKE OR MICROTREMOR HVSR H. Kawase, E. Ito, K. Nakano | |||||||
15:15 - 15:30 | EFFECTS OF SOURCE CHARACTERISTICS ON MICROTREMOR H/V SPECTRUM K. Tokimatsu, T. Kogawa, A. Arai | |||||||
15:30 - 15:45 | IMPROVING HIGH-FREQUENCY SPECTRAL CONTENT IN SEISMIC RECORDINGS USING NOISE MODELING O. Ktenidou, E. Pikoulis | |||||||
SUITE 6 | ||||||||
IDD5 - APPLICATION OF SEISMIC ISOLATION IN NEW AND EXISTING BRIDGES: THEORETICAL AND PRACTICAL ISSUES | Convenors: P. Clemente, G. Benzoni, A. Dall’Asta | ||||||||
14:30 - 14:45 | SEISMIC ENERGY BASED DESIGN OF ISOLATED BRIDGES G. Lomiento, S.A. Danielian | |||||||
14:45 - 15:00 | REFINED ANALYSIS ON PROPERTIES OF RESTRAINING CABLES IN CABLE-SLIDING FRICTION ASEISMIC BEARINGS H. Zhong, X. Dang, W. Yuan, X. Deng, Z. Wang | |||||||
15:00 - 15:15 | THE NEW PATTULLO BRIDGE: SEISMIC ISOLATION FOR POST-SEISMIC SERVICE PERFORMANCE OBJECTIVES P. Walser, L. Kohler, M. Proitsis, S. Lee, I. Aiken, C. Black | |||||||
15:15 - 15:30 | SEISMIC PERFORMANCE EVALUATION OF BRIDGES WITH ROCKING SEISMIC ISOLATION BASED ON SHAKING TABLE TEST T. Inoue, K. Eguchi, T. Kadono, T. Moriyama | |||||||
15:30 - 15:45 | ACHIEVING SEISMIC PERFORMANCE GOALS OF HIGH-SPEED RAILWAY BRIDGE USING SEISMIC ISOLATION R. Jangid, M. Kumar | |||||||
SUITE 7 | ||||||||
EVO5 - EARTHQUAKE ENGINEERING IN ITALY: AN HISTORICAL PERSPECTIVE IN MEMORY OF PROF. GIUSEPPE GRANDORI | Convenors: L. Petrini, R. Paolucci | ||||||||
14:30 - 14:45 | DEVELOPMENT OF AN EARTHQUAKE ENGINEERING COMMUNITY IN ITALY: BENEFITS FOR SCIENCE AND SOCIETY M. Dolce | |||||||
14:45 - 15:00 | EARTHQUAKE ENGINEERING IN ITALY: A GOLDEN BRAID OF TEACHINGS AND TRAININGS G.M. Calvi | |||||||
15:00 - 15:15 | EARLY STEPS OF ENGINEERING SEISMOLOGY AT POLITECNICO DI MILANO 1968 - 1980 E. Faccioli | |||||||
15:15 - 15:30 | THE DEVELOPMENT OF SEISMIC HAZARD STUDIES FOR DEVISING BUILDING CODES IN ITALY D. Slejko, G. Valensise, C. Meletti | |||||||
15:30 - 15:45 | A SHORT STORY OF EARTHQUAKE ENGINEERING IN ITALY (FROM 1976 TO EARLY 2000S) V. Petrini | |||||||
SUITE 8 | ||||||||
BCI10 - INSURING THE FUNCTIONALITY OF CRITICAL FACILITIES AND SEISMIC QUALIFICATION OF COMPONENTS | Convenors: D. Combescure, A. Pavese | ||||||||
14:30 - 14:45 | SEISMIC CERTIFICATION OF EQUIPMENT IN CALIFORNIA HOSPITALS - OUTCOMES OF 15 YEARS OF IMPLEMENTATION A. Coughlin | |||||||
14:45 - 15:00 | RECENT SEISMIC DAMAGE AND SEISMIC QUALIFICATION FOR MECHANICAL STRUCTURES IN JAPAN O. Furuya | |||||||
15:00 - 15:15 | SEISMIC PERFORMANCE OF MULTI-COMPONENT SYSTEMS IN SPECIAL RISK INDUSTRIAL FACILITIES C. Butenweg, M. Marinkovic, S. Chatterji | |||||||
15:15 - 15:30 | SHAKING TABLE TEST OF A STEEL FRAME EQUIPPED WITH AN IMPACT NONLINEAR ENERGY SINK FOR SEISMIC MITIGA R. Andreotti, K.M. Mosalam, O.S. Bursi | |||||||
15:30 - 15:45 | TOWARD A PROPOSAL FOR ENSURING THE FUNCTIONALITY OF CRITICAL FACILITIES AFTER MAJOR EARTHQUAKE D. Combescure, B. Colomies, T. Chaudat, P. Naze, P. Sollogoub | |||||||
SUITE 9 | ||||||||
SHM6 - COMBINED SHM OF EXISTING STRUCTURES AND INFRASTRUCTURES USING ON-SITE AND SATELLITE ACQUISITIONS | Convenors: F.C. Ponzo, P. Gueguen, M. Savoia | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:38 | ADVANCED DINSAR PROCESSING THROUGH THE P-SBAS METHOD: A BUILT-UP ENVIRONMENT ANALYSIS OVERVIEW R. Lanari, M. Bonano | |||||||
14:38 - 14:45 | COMBINING MT-INSAR AND ON-SITE SENSORS FOR POST-EARTHQUAKE MONITORING: L'AQUILA AND THE CIVIC TOWER A. Caprino, S. Puliero, F. Lorenzoni, M. Floris, M.R. Valluzzi, F. da Porto | |||||||
14:45 - 14:52 | EXPERIMENTAL VALIDATION OF BUILDING FREQUENCIES AND MODES USING DRONE VIDEOS WITHOUT FIDUCIAL MARKER F. Alarcon, R. Boroschek, R. Aguilar, S. Treuillet | |||||||
14:52 - 14:59 | DISPLACEMENT MEASUREMENT TECHNIQUES FOR BUILDINGS USING GLOBAL NAVIGATION SATELLITE SYSTEM T. Mukai, K. Tajima, S. Muroi | |||||||
14:59 - 15:06 | SATELLITE APPLICATIONS IN POST-EARTHQUAKE BUILDING ASSESSMENT: PROSPECTS AND LIMITATIONS O. Lasri, P.F. Giordano, M.P. Limongelli | |||||||
15:06 - 15:13 | STRUCTURAL INTERPRETATION OF SATELLITE INSAR-BASED HEALTH MONITORING OF ROAD BRIDGES D. Tonelli, V. Caspani, A. Rocca, A. Vitti, D. Perissin, D. Zonta | |||||||
15:13 - 15:20 | MULTI-METHODOLOGICAL APPROACH FOR STRUCTURAL CHARACTERIZATIONS OF TWO ROAD INFRASTRUCTURES IN ITALY N. Tragni, B. Petrovic, V. Serlenga, F.C. Ponzo, R. Ditommaso, A. Perrone, T.A. Stabile, M.R. Gallipoli | |||||||
15:20 - 15:27 | STRUCTURAL MONITORING BASED ON MT-DINSAR DATA: AN APPLICATION TO THE F. Di Carlo, A. Mele, A. Miano, D.A. Talledo, T. Celozzi, A. Meda, A. Prota, A. Saetta | |||||||
15:27 - 15:34 | MONITORING AND BUILDING CHARACTERIZATION USING SEISMIC DATA AND MOBILE MAPPING SYSTEMS S. Parolai, B. Petrovic, V. Poggi, C. Scaini | |||||||
15:34 - 15:41 | EFFECTS OF TEMPERATURE ON SATELLITE MONITORING OF INFRASTRUCTURES R. Ditommaso, G. Auletta, P. Ielpo, F.C. Ponzo | |||||||
15:41 - 15:48 | DEVELOPMENT OF A MULTI-LEVEL FRAMEWORK INTEGRATING INSAR PRODUCTS FOR MULTI-RISK MANAGEMENT A. Saetta, D.A. Talledo, L. Ranjbarlari, M. Savoia |
WEDNESDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
14:30 - 14:42 | HYBRID QUANTUM-CLASSICAL CONVOLUTIONAL NEURAL NETWORK FOR MULTICLASS DAMAGE PREDICTION OF BUILDINGS S. Bhatta, J. Dang | |||||||
14:42 - 14:54 | DAMAGE DETECTION IN TWO SMALL-SCALE STEEL FRAMES THROUGH TRANSFER LEARNING E. Tomassini, I.A. Hernández-González, V. Giglioni, I. Venanzi, E. García-Macías, F. Ubertini | |||||||
14:54 - 15:06 | MACHINE LEARNING APPLIED TO EDDY CURRENT THERMOGRAPHY FOR ASSESSING REINFORCED CONCRETE BARS G. Concu, D. Meloni, C. Piga | |||||||
15:06 - 15:18 | MACHINE-LEARNING BASED SEISMIC DAMAGE LIMIT STATES MODELS FOR CORRODED RC BRIDGE PIERS N. Chirdeep, M. Gangwar, S. Shekhar, A. Bahurudeen | |||||||
15:18 - 15:30 | MACHINE LEARNING BASED STRUCTURAL HEALTH MONITORING OF ROCKING BRIDGE SYSTEM UNDER SEISMIC EVENTS I. Mantawy, N. Ravuri | |||||||
15:30 - 15:42 | NEW EXPLAINABILITY METRICS TO ASSESS AI-BASED RECOGNITION OF TYPICAL DEFECTS IN EXISTING RC BRIDGES. S. Ruggieri, A. Cardellicchio, A. Nettis, V. Renò, G. Uva | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
14:30 - 14:42 | BAYESIAN NEURAL NETWORK-BASED DATA FUSION FOR COMBINING SHM AND VISUAL INSPECTIONS L. Ierimonti, I. Venanzi, F. Mariani, F. Ubertini | |||||||
14:42 - 14:54 | POST-EARTHQUAKE DAMAGE STATE CLASSIFICATION USING VGG-16 CONVOLUTIONAL NEURAL NETWORK J.L. Abarquez, D.H. Aquino, K.D. Colegio | |||||||
14:54 - 15:06 | PRESTRESSED BRIDGE DAMAGE IDENTIFICATION: FEM AND DATA FUSION - A PARAMETRIC CASE STUDY P. Giri, L. Ierimonti, E.G. Macias, I. Venanzi, F. Ubertini | |||||||
15:06 - 15:18 | PROBABILISTIC SEISMIC DEMAND MODEL PREDICTION OF MULTI-SPAN GIRDER BRIDGES USING MACHINE LEARNING A. Nettis, F. Parisi, G. Uva | |||||||
15:18 - 15:30 | RESEARCH ON SEISMIC DESIGN AND EVALUATION METHODS FOR SMALL AND MEDIUM SPANNING HIGHWAY BEAM BRIDGES K. Wang, W. Guo | |||||||
15:30 - 15:42 | URBAN RESILIENCE: BUILDING QUALITY ASSESSMENT VIA UNSUPERVISED MACHINE LEARNING A. Kharazian, A. Guardiola Villora, S. Molina, J.J. Galiana-Merino, G. Ortuño Saez, J.L. Soler Llorens, J.A. Huesca Torto, I. Gómez Doménech, D. Montiel López | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR8 - USE OF TIMBER FOR THE SUSTAINABLE EARTHQUAKE PROTECTION OF EXISTING BUILDINGS | Convenors: I. Giongo, F. Graziotti, D. Bournas | ||||||||
14:30 - 14:39 | STUDY ON REPAIR OF WOOD PARTS USING EPOXY RESIN MIXED WITH CELLULOSE FIBERS A. Ohtsuka | |||||||
14:39 - 14:48 | REHABILITATION OF NCC RIVER HOUSE L. Nicol, J. Marrs | |||||||
14:48 - 14:57 | RETROFIT OF URM BUILDINGS USING TIMBER FRAMES AND OSB PANELS: EXPERIMENTAL AND ANALYTICAL STUDIES N. Damiani, G. Guerrini, F. Graziotti | |||||||
14:57 - 15:06 | A DESIGN METHOD FOR THE RETROFIT OF MASONRY WALLS WITH TIMBER STRONG-BACKS D. Cassol, D. Dizhur, I. Giongo | |||||||
15:06 - 15:15 | EXPERIMENTAL SEISMIC PERFORMANCE ASSESSMENT OF A CLT-BASED RETROFIT SOLUTION FOR RC BUILDINGS S. Kallioras, D. Bournas, F. Smiroldo, I. Giongo, M. Piazza, F. Molina, P. Pegon | |||||||
15:15 - 15:24 | SUSTAINABILITY ASSESSMENT OF SEISMIC RETROFITTING – COMPARISON OF TWO PRE-SEISMIC STRENGTHENINGS E. Tanzi, G. Balaskas, L. Rauber | |||||||
15:24 - 15:33 | CYCLIC TESTING OF MASONRY-INFILLED RC FRAMES STRENGTHENED WITH CROSS-LAMINATED TIMBER PANELS F. Smiroldo, S. Kallioras, G. Sommacal, D. Bournas, M. Piazza, I. Giongo | |||||||
15:33 - 15:42 | SIMPLIFIED NUMERIC STRATEGIES FOR THE ASSESSMENT OF RC FRAMES RETROFITTED WITH THE RC-TP SYSTEM A. Bartolotti, F. Smiroldo, S. Kallioras, D. Bournas, M. Piazza, I. Giongo | |||||||
15:42 - 15:51 | DISCRETE MACRO-ELEMENT MODELLING OF BUILDINGS STRENGTHENED BY MEANS OF TIMBER DIAPHRAGMS S. Liseni, I. Fiore, F. Cannizzaro, S. Caddemi, I. Calio | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | RETROFITTING SOFT-STOREY STRUCTURES USING THE GIB SYSTEM: AN ILLUSTRATIVE EXAMPLE J. Salmon, C. Christopoulos | |||||||
14:41 - 14:52 | NUMERICAL EVALUATION OF SEISMICALLY DEFICIENT RC JOINTS RETROFITTED WITH FE-SMA W. Carofilis, E. Eugene, D. Jung | |||||||
14:52 - 15:03 | PERFORMANCE OF A 4-STOREY RC STRUCTURE TESTED ON A SHAKE-TABLE BEFORE AND AFTER REPAIR A. Shegay, K. Miura, A. Mikawa, M. Maeda, M. Seki, T. Anabuki, K. Yonezawa | |||||||
15:03 - 15:14 | RESIDUAL CAPACITY OF REINFORCING STEEL BARS IN REINFORCED CONCRETE STRUCTURES R. Kuwabara, L. Hogan, K. Elwood, E. Opabola, N. Brooke | |||||||
15:14 - 15:25 | SEISMIC ASSESSMENT OF AN EXISTING 1960'S R.C. BUILDING DESIGNED FOR GRAVITY LOAD IN LOW SEISMIC ZONE L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
15:25 - 15:35 | SEISMIC ASSESMENTS AND RETROFIT - ECONOMIC CHALLENGES TO PRIVATE COMMERCIAL AND RESIDENTIAL SECTORS J. Lazaro-Leon | |||||||
15:35 - 15:45 | SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING PUBLIC BUILDINGS: CASE STUDIES AND DATA COLLECTION R. Siano, F. De Maio, P. Baso | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | SEISMIC VULNERABILITY OF HIGHLY DEFORMABLE STRUCTURES DESIGNED FOR GRAVITY LOADS G. Brandonisio, G. Camarda, L.G. Guidi, D. Michelino, A. De Luca | |||||||
14:41 - 14:52 | SEISMIC RETROFIT OF A RC SCHOOL BUILDING USING DISSIPATIVE EXOSKELETONS BASED ON STEEL SLIT DAMPERS M. Ferraioli, O. Pecorari, R. Micillo, S. Mottola | |||||||
14:52 - 15:03 | SEISMIC PERFORMANCE OF VULNERABLE SCHOOL BUILDINGS IN CYPRUS: A CASE STUDY E. Oztoprak, R. Garcia | |||||||
15:03 - 15:14 | SEISMIC RETROFIT AND RESTORATION OF ST ANDREW'S WESLEY CHURCH D. Gam, J. Halipchuk | |||||||
15:14 - 15:25 | SEISMIC RETROFIT OF LOW-RISE REINFORCED CONCRETE BUILDINGS TYPICAL TO HAITI M. Laguerre, M. Salehi, R. DesRoches | |||||||
15:25 - 15:35 | SEISMIC RETROFITTING OF A 14-STOREY Y-SHAPE HOSPITAL IN NORTHERN ITALY I.G. Colombo, L. Radice, P. Martinelli, M. di Prisco | |||||||
15:35 - 15:45 | SHAKING TABLE TESTS ON TWO FULL-SCALE MASONRY INFILLED RC FRAMES REPAIRED AND STRENGTHENED R.R. Milanesi, G. Guerrini, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
MONITOR 6 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | STRUCTURAL PERFORMANCE OF DETERIORATED HISTORICAL RC BUILDINGS AT GUNKANJIMA-ISLAND K. Kabayama | |||||||
14:41 - 14:52 | SWISS NATIONAL LIBRARY - CHALLENGES IN SEISMIC RETROFITTING OF MONUMENTS F. Braune | |||||||
14:52 - 15:03 | TYPOLOGY AND SEISMIC ASSESSMENT OF MULTI-RESIDENTIAL POST WAR MASONRY BUILDINGS IN LJUBLJANA P. Prasnikar, V. Kilar, S. Petrovcic | |||||||
15:03 - 15:14 | COMPARING THE PERFORMANCE OF RETROFITTING STRATEGIES IN URM BUILDINGS THROUGH FRAGILITY CURVES A. Brunelli, A. Rooshenas, S. Degli Abbati, S. Lagomarsino | |||||||
15:14 - 15:25 | EFFECTIVENESS OF RETROFITTING TECHNIQUES BASED ON TRM FOR PREVENTING-DAMAGE ON MASONRY BUILDINGS S. Ivorra, E. Bertolesi, M. Buitrago, P.A. Calderon, J.M. Adam | |||||||
15:25 - 15:35 | RETROFITTING MASONRY PIERS, SPANDRELS AND A BUILDING WITH COMPOSITE REINFORCED MORTAR N. Gattesco, E. Rizzi, I. Boem, A. Dudine, M. Gams | |||||||
15:35 - 15:45 | SEISMIC RETROFITTING OF MASONRY PANELS BY MEANS OF CFRP REBARS T. Baroni, F. Ferretti, A.R. Tilocca, A. Incerti, S. Barattucci, M. Savoia | |||||||
MONITOR 7 | ||||||||
BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
14:30 - 14:45 | EFFECT OF PEAK GROUND VELOCITY ON THE SEISMIC RESPONSE OF BRIDGE S. Verma, A. Narwal | |||||||
14:45 - 15:00 | EVALUATING THE SEISMIC PERFORMANCE OF BRIDGES IN METRO VANCOUVER CONSIDERING DEEP BASIN EFFECTS A. Shen, C. Molina Hutt | |||||||
15:00 - 15:15 | EVALUATION OF SEISMIC RESPONSES OF PADMA MULTIPURPOSE BRIDGE USING NON-LINEAR DYNAMIC ANALYSIS K.S. Ahmed, S.M. Moniruzzaman, T.R. Hossain | |||||||
15:15 - 15:30 | BIBLIOMETRIC ANALYSIS OF SEISMIC ISOLATION SYSTEMS IN BRIDGES J. Hinostroza, C. Carmona, J. Alfaro, J. Canchanya | |||||||
15:30 - 15:45 | EVALUATION OF THE SEISMIC-INDUCED VERTICAL ACCELERATION OF A SPECIAL PEDESTRIAN BRIDGE IN MEXICOCITY A. Pozos-Estrada, M.A. Jaimes, F. Peña, M.M. Chavez | |||||||
MONITOR 8 | ||||||||
BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
14:30 - 14:45 | EXPERIMENTAL STUDY OF IN-PLANE SEISMIC RESISTANCE OF PRECAST BOX CULVERTS M. Ohsumi, T. Ono, Y. Takamatsu, A. Hiroe | |||||||
14:45 - 15:00 | PRELIMINARY STATIC AND DYNAMIC ANALYSIS OF SUSPENSION BRIDGE. R. Selot, P.N. Panda, V. Prakash | |||||||
15:00 - 15:15 | SEISMIC ANALYSIS OF SINGLE-COLUMN BRIDGES: A STUDY OF RELATIVE AND ABSOLUTE DISPLACEMENT APPROACHES Y. Ananthadejsak, P. Chomchuen | |||||||
15:15 - 15:30 | SHEAR VULNERABILITY ASSESSMENT OF PRETENSIONED GIRDERS DURING VERTICAL EARTHQUAKE EXCITATION S. Dube, D.C. Rai | |||||||
15:30 - 15:45 | IDENTIFYING THE SEISMIC CRITICAL MEMBER OF WALL PIER BENTS UNDER RIVERBED SCOURING S. Song, W. Huang, C. Chang | |||||||
MONITOR 9 | ||||||||
CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
14:30 - 14:45 | SEISMIC DAMAGE LIMIT STATES FOR AGED REINFORCED CONCRETE FRAME CONSIDERING IMPROVED CORROSION MODEL A. Nath, N. Kotoky, G. Gaurav | |||||||
14:45 - 15:00 | CORROSION-INDUCED FAILURE MODE ALTERATIONS AND IMPLICATIONS ON SEISMIC FRAGILITY OF RC FRAMES S. Shekhar, F. Freddi, J. Ghosh, D. Lad, R. Chelapramkandy | |||||||
15:00 - 15:15 | SEISMIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS DAMAGED BY CORROSION S. Imperatore, G.P. Lignola, B. Ferracuti | |||||||
15:15 - 15:30 | SEISMIC PERFORMANCE OF RC BUILDINGS WITH CORRODED PERIPHERAL MEMBERS T. Islam, Y. Singh | |||||||
15:30 - 15:45 | EVALUATION OF STRUCTURAL FRAGILITY FOR RC BRIDGES EXPOSED TO CORROSION AND SEISMIC LOADS OVER TIME D. Herrera, T. Pacheco, D. Tolentino | |||||||
MONITOR 10 | ||||||||
CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
14:30 - 14:45 | SEISMIC FRAGILITY CURVES ASSESSMENT OF CORRODED R.C. BRIDGES A. Miano, P. Bernardi, B. Calcavecchia, P. Iacovazzo, A. Mele, S. Ravasini, A. Safabakhsh, M. Di Ludovico, A. Prota, B. Belletti | |||||||
14:45 - 15:00 | CORROSION MODELING STRATEGY IMPACT ON EXPECTED SEISMIC LOSSES FOR RC BRIDGES - A CASE-STUDY N. Scattarreggia, V. Ozsarac, R. Monteiro | |||||||
15:00 - 15:15 | EFFECTS OF CORROSION ON THE MOMENT-CURVATURE DIAGRAM OF POST-TENSIONED ELEMENTS M. Marra, E. Ghini, M. Palermo, S. Silvestri | |||||||
15:15 - 15:30 | SEISMIC RETROFIT INTERVENTIONS: HOW CORROSION EFFECTS INFLUENCE RENOVATION CHOICES E. Casprini, C. Passoni, A. Marini, G. Bartoli | |||||||
MONITOR 11 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: S. Ramhormozian | ||||||||
14:30 - 14:40 | NUMERICAL STUDY ON SEISMIC BEHAVIOUR OF STEEL-CONCRETE COMPOSITE SHEAR WALLS WITH ONE-SIDE PROFILED SHEET H.O. Tamrakar, S.R. Satish Kumar | |||||||
14:40 - 14:50 | ASSESSMENT OF THE LATERAL ELASTIC STIFFNESS FOR CONCRETE-FILLED COMPOSITE PLATE SHEAR WALLS T. Perea, A. Tena-Colunga, W. Bohorquez | |||||||
14:50 - 15:00 | NUMERICAL AND PARAMETRIC STUDY OF CERAMSITE CONCRETE FILLED STEEL PLATE COMPOSITE SHEAR WALL B.L. Jiang, S.Y. Ji, Y.Y. Tang, Y.M. Li | |||||||
15:00 - 15:10 | TEST RESEARCH ON THE SEISMIC PERFORMANCE OF A NOVEL PREFABRICATED SHEAR WALL WITH CFST END COLUMNS B. Wu, F. Zhang, M. Zhang, Y. Li | |||||||
15:10 - 15:20 | STRUCTURAL PROPERTIES OF STEEL FRAMES WITH RC SHEAR WALLS CONNECTED BY PBL K. Kohtaki, Y. Takaine, J. Kubota, Y. Sawamoto | |||||||
15:20 - 15:30 | SYSTEM AND COMPONENTS LEVEL SEISMIC PERFORMANCE ASSESSMENT OF SELF-CENTERING STEEL-CONCRETE HYBRID COUPLED WALLS M. Farahi, F. Freddi, M. Latour | |||||||
15:30 - 15:40 | SEISMIC RESPONSE OF THE NEW PERFORMANCE SYSTEM STEEL-CONCRETE COMPOSITE MOMENT RESISTING FRAME P. Calvi, A. Argentoni, S. China | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: B. Simpson | ||||||||
14:30 - 14:40 | GERT HAUNCH: A RESILIENT MOMENT FRAME CONNECTION M. Deigert, A. Dewey, M. Sloss, P. Laursen | |||||||
14:40 - 14:50 | EXPERIMENTAL TEST ON A HYBRID INTER-MODULE CONNECTION FOR STEEL MODULAR BUILDING SYSTEMS D. Corfar, K.D. Tsavdaridis | |||||||
14:50 - 15:00 | CYCLIC BEHAVIOR OF A INNOVATIVE FRICTION DEVICE FOR RC COLUMN-HSTCB CONNECTION P. Colajanni, S. Pagnotta, M. Ahmed, J. D Anna | |||||||
15:00 - 15:10 | DESIGN OPTIMISATION OF HIGH-RISE BUILDINGS EQUIPPED WITH SLB DEVICES: A CASE STUDY M. Gnazzo, G. Serino, R. Alva, R. Landolfo, L. Bozzo | |||||||
15:10 - 15:20 | SEISMIC ASSESSMENT OF SUPER HIGH-RISE BUILDINGS STRENGTHENED WITH BIE OUTRIGGER TRUSSES J. Zhang, K. Skalomenos, J. Yu, K. Han | |||||||
15:20 - 15:30 | PROPOSAL OF A DESIGN PROCEDURE FOR LINKED COLUMN FRAMED SYSTEMS IN THE FRAMEWORK OF EUROCODES M. Bosco, A. Floridia, E. Mangiameli, P.P. Rossi | |||||||
15:30 - 15:40 | EXPERIMENTAL ANALYSIS ON THE CYCLIC BEHAVIOUR OF ALUMINIUM FUSIBLE LINKS S. Pasquali, G. Zanon, N. Tondini | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: A. Sato | ||||||||
14:30 - 14:40 | EXPERIMENTAL BEHAVIOUR OF IH-TREATED STEEL BRACES WITH STRONGER MIDDLE SECTION S. Jamshiyas, K. Skalomenos | |||||||
14:40 - 14:50 | EVALUATION OF THE USE OF ZEBF TO IMPROVE SEISMIC PERFORMANCE A. Ahamadi Fordoei, M. Alirezaei, M. Sharifi | |||||||
14:50 - 15:00 | A NOVEL HYBRID SELF-CENTRING DAMPER EMPLOYING ENERGY DISSIPATION SEQUENCES: AN EXPERIMENT STUDY H. Zhang, X. Zhou, K. Ke, M.C.H. Yam, Z. Zhou | |||||||
15:00 - 15:10 | DAMAGE-FREE SELF-CENTRING LINK FOR SEISMIC RESILIENT EBFS: EXPERIMENTAL TESTS AND NUMERICAL STUDY A. Lettieri, F. Freddi, M. Latour | |||||||
15:10 - 15:20 | DETAILS RESEMBLING THE DOG-BONE IN SEISMIC RESISTANT ECCENTRICALLY BRACED FRAMES H. Köber, M. Stoian, R. Marcu | |||||||
15:20 - 15:30 | COMPARATIVE STUDY REGARDING THE SEISMIC BEHAVIOUR OF SIX STOREYED CONCENTRICALLY BRACED FRAMES H. Kober, R. Marcu, M. Stoian | |||||||
15:30 - 15:40 | DEVELOPMENT OF SEISMIC DESIGN FACTORS FOR COLD-FORMED STEEL SPECIAL BOLTED MOMENT RESISTING FRAMES A. Sato, H. Kitagawa, S. Yoshimoto, M. Sato | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
EXP1 - ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING | Convenors: G. O’Reilly, G.M. Calvi | ||||||||
14:30 - 14:40 | EXPERIMENTAL ASSESSMENT OF THE COLLAPSE CAPACITY OF CODE-COMPLIANT RC FRAMES R. Pinho, C. Fontana, F. Cavalieri, A. Orgnoni, G. Gabbianelli | |||||||
14:40 - 14:50 | 1-G SHAKING TABLE TESTING FOR SOIL RESPONSE UNDER VERTICAL ACCELERATIONS A.L. Simonelli, E. Marotti, F. Zotti, A. Penna, M. Dietz, R. De Risi, G. Mylonakis | |||||||
14:50 - 15:00 | DESIGN OF SHAKING TABLE TESTS FOR RESILIENT STRUCTURES WITH FIBER-REINFORCED ELASTOMERIC ISOLATORS D. Losanno, D. Konstantinidis, E. Tubaldi, H. Ahmadi, A. Strauss, D. De Domenico, F. Parisi, M. Vassiliou, L. Piga, F.L. Ribeiro, A.A. Correia | |||||||
15:00 - 15:10 | SHAKING TABLE TEST CHALLENGES FOR A LIGHTWEIGHT CONCRETE STRUCTURE D. Kober, C. Butenweg, T. Chaudat, L. Miccoli, M. Nomikou, V. Kaloidas, M. Dumitrescu, C. Czaderski, F. Bernauer | |||||||
15:10 - 15:20 | SHAKING TABLE TESTS OF A 3-STOREY SELF-CENTRING STEEL MRF: PRELIMINARY ANALYSIS AND DESIGN E. Elettore, F. Freddi, M. Latour, L. Pieroni, S. Di Benedetto, F. Gutierrez Urzua, A.B. Francavilla, B. Simpson, A.R. Barbosa, S. Ramhormozian, D. Grant, G. Rizzano, F.L. Ribeiro, A.A. Correia | |||||||
15:20 - 15:30 | ERIES-STRONG: SEISMIC TESTING OF MASONRY-INFILLED FRAMES RETROFITTED WITH CLT PANELS I. Giongo, F. Graziotti, J. Branco, N. Stathas, S. Bournas, F. Smiroldo, A. Bartolotti, N. Damiani, A. Albino, D. Dizhur | |||||||
MONITOR 15 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | EFFECT OF SPACING OF PILES IN PILE-RAFT FOUNDATION ON SEISMIC RESPONSE OF BUILDING CONSIDERING SSI V. Mittal, M. Samanta, D.P. Kanungo | |||||||
14:41 - 14:52 | EFFECTS OF NONLINEARITY OF VERTICAL SOIL SPRINGS ON NONLINEARITY OF THE ROCKING SOIL SPRING N. Morikiyo, M. Nagano | |||||||
14:52 - 15:03 | FORMULAS FOR ESTIMATION OF KINEMATIC RESPONSE OF LARGE DIAMETER PILES G. Li Destri Nicosia, S.P.H. Sørensen, A.M. Kaynia | |||||||
15:03 - 15:14 | INFLUENCE OF SOIL PROPERTIES VARIABILITY ON SSI EFFECTS S. Rodriguez-Magana, L.R. Fernandez-Sola, D. Tolentino | |||||||
15:14 - 15:25 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: NORTH AMERICAN MAT FOUNDATION K. Kolozvari, R. Kadota, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
15:25 - 15:36 | A BNWF APPROACH TO ASSESS THE RESPONSE OF SINGLE PILE SUBJECTED TO FAR- AND NEAR-FIELD EARTHQUAKES B.E. Ajom, K. Dasgupta, A. Dey | |||||||
15:36 - 15:47 | TORSIONAL POUNDING BETWEEN ADJACENT BUILDINGS FOUNDED ON DIFFERENT SOIL TYPES DURING EARTHQUAKES M. Miari, R. Jankowski | |||||||
MONITOR 16 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | INTERACTION DOMAINS FOR THE SEISMIC SAFETY ASSESSMENT OF PILED FOUNDATIONS ACCOUNTING FOR THE RAFT M. Corigliano, L. Flessati, P. Marveggio, P. Bongio, C.G. di Prisco | |||||||
14:41 - 14:52 | LATERAL PERFORMANCE OF ROCK-SOCKETED DRILLED SHAFTS VIA LARGE SCALE LOAD TESTS R. Farrag, A. Lemnitzer | |||||||
14:52 - 15:03 | LATERAL RESISTANCE OF A PILE GROUP ON A HORIZONTAL OR INCLINED BEDROCK BASED ON 3D FEM T. Nakano, H. Kashiwa, Y. Miyamoto | |||||||
15:03 - 15:14 | SEISMIC ANALYSES OF BASE-ISOLATED BUILDING ON SOIL WITH INCLINED BEDROCK AND PILE STRESS EVALUATION S. Miyamoto, Y. Tobita, H. Liu, M. Nagano | |||||||
15:14 - 15:25 | SEISMIC PERFORMANCE OF PILED RAFT WITH GRID-FORM DMWS CONSIDERING VARIOUS NONLINEAR EVENTS IN DMWS Y. Shigeno, K. Yamashita | |||||||
15:25 - 15:36 | BIOINSPIRED SKIRTED FOUNDATION K. Bashir, R. Jakka | |||||||
15:36 - 15:47 | THE ROLE OF UNDERGROUND ARCHAELOGICAL REMAINS ON THE SEISMIC RESPONSE OF A HISTORIC SITE A. Ambrosino, S. Sica | |||||||
MONITOR 17 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | NUMERICAL PERFORMANCE OF CONTINUOUS-PLASTERBOARD SUSPENDED CEILING WITH ALL EDGES FREE IN ITS PLANE V. Patnana, D.C. Rai | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF SLOPPED SUSPENDED CEILINGS AND THE REQUIREMENTS FOR ENHANCED INSTALLATION A. Gilani, R. Czyzewicz | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE OF SUSPENDED SPRINKLER PIPING SYSTEM: A REVIEW A. Kumar, D.C. Rai | |||||||
15:00 - 15:10 | NUMERICAL STUDY ON SEISMIC RESPONSE OF ROOF-TOP MOUNTED COOLING TOWER S. Saranya, P. Sunitha | |||||||
15:10 - 15:20 | EARTHQUAKE RISK PERCEPTION AND PREPAREDNESS IN ITALIAN HOSPITALS : PRELIMINARY RESULTS M. Crescimbene, G. Musacchio, D. Reitano, S. Zidarich, M.G. Sestito, G. Magliulo | |||||||
15:20 - 15:30 | SEISMIC PERFORMANCE OF A STICK-BUILT CURTAIN WALL SYSTEM IN A FULL-SCALE BUILDING SHAKE TABLE TEST S.L. Wynn, K. Ryan, W. Roser, Y. Ji, T. Hutchinson, R. Madeley | |||||||
15:30 - 15:40 | DAMAGE STATES OF STRUCTURAL SILICONE GLAZED FACADES S. Bianchi, V. Hayez, G. Lori, M. Overend, G. Manara | |||||||
15:40 - 15:50 | SEISMIC RESPONSE OF THE CABLE-SUPPORTED GLASS FACADES BETWEEN ADJACENT STRUCTURES G. Wang, Y. Fan, P. Zhang, W. Lu | |||||||
MONITOR 18 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | SEISMIC BEHAVIOR OF DOWEL-PINNED GRANITE CLADDING B. Huang, C. Tang, W. Lu, W. Li | |||||||
14:40 - 14:50 | RC FRAMES EQUIPPED WITH COATINGS FOR ENERGY EFFICIENCY: NUMERICAL MODELING AND EXPERIMENTAL TEST A. Marzo, M. Ricci, I. Roselli, F. Saitta, C. Tripepi | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE-BASED DESIGN OF BRICK INFILL WALLS IN UNDERGROUND METRO STATIONS C. Beltrami, M. Capalbo, F. Arecco | |||||||
15:00 - 15:10 | THE RESPONSE OF MASONRY INFILLS UNDER COMBINED IN-PLANE AND OUT-OF-PLANE LOADS O. AlShawa, L. Sorrentino | |||||||
15:10 - 15:20 | QUANTIFICATION OF SEISMIC PERFORMANCE FACTORS FOR ELECTRICAL CABINET SYSTEMS D. Rodriguez, D. Perrone, A. Filiatrault | |||||||
15:20 - 15:30 | EXPERIMENTAL EVIDENCE OF SEISMIC PERFORMANCE OF BASE ISOLATED ARTISTIC ASSETS L. Berto, L. Di Sarno, I. Rocca, M.G. Castellano, M. Fragiadakis, A. Saetta | |||||||
15:30 - 15:40 | EVALUATION OF SEISMIC FORCE PROVISIONS FOR NONSTRUCTURAL SYSTEMS SUPPORTED ON MARINE STRUCTURES R. Goel | |||||||
MONITOR 19 | ||||||||
REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
14:30 - 14:40 | LESSONS LEARNED FROM DAMAGE OF REINFORCED CONCRETE BUILDINGS IN THE 2023 TÜRKIYE-SYRIA EARTHQUAKE Y. Hibino, N. Onishi, A. Nakamura, R. Yoon, K. Kusunoki, C. Goksu, K. Orakcal, H. Lus, A. Ilki | |||||||
14:40 - 14:50 | HOSPITAL DAMAGE AND FUNCTIONAL IMPACT SURVEY AFTER THE 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE M. Kurata, C. Yenidogan, H. Fukui, Y. Hisada, K. Kobayashi, T. Nagae | |||||||
14:50 - 15:00 | A STUDY ON PULSE CHARACTERISTICS OF 06.02.2023 KAHRAMANMARAS EARTHQUAKES S. Kocakaplan Sezgin, E. Ahmadi, E. Georgantzia, M.M. Kashani | |||||||
15:00 - 15:10 | THE OBSERVED SITE EFFECTS AT THE STATIONS INFLUENCED BY 6TH FEBRUARY 2023 TURKIYE EARTHQUAKES O. Ilhan, A.C. Zulfikar, K.N. Eroglu, T. Taskiran, H.A. Ugurlu, S. Okuyan Akcan | |||||||
15:10 - 15:20 | CORRELATION BETWEEN THE SPECTRAL CHARACTERISTICS OF EARTHQUAKES AND THE DYNAMIC BEHAVIOR OF RC BUILDINGS AFTER FEBRUARY 2023 TURKIYE EARTHQUAKES F. Narlitepe, C. Goksu, A. Ilki | |||||||
15:20 - 15:30 | SITE INVESTIGATIONS OF STEEL BUILDINGS AFTER THE FEBRUARY 6TH, 2023 EARTHQUAKES C. Haydaroglu, S. Konuklu, B. Bicak, K. Yemez, C. Soydas | |||||||
15:30 - 15:40 | A COMPARATIVE STUDY ON THE INELASTIC RESPONSES OF BUILDINGS SUBJECTED TO THE KAHRAMANMARAS EARTHQUAKE SEQUENCE: CLASSICAL AND FUZZY LOGIC APPROACH K. Atasever | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
14:30 - 14:40 | A DETAILED DAMAGE SURVEY ON REINFORCED CONCRETE BUILDINGS IN 2023 TURKEY EARTHQUAKE M. Raouffard, T. Asai, K. Sugimoto, S. Tajiri, K. Kusunoki, F. Dogan, U. Demir, U. Yazgan, T. Cinar | |||||||
14:40 - 14:50 | DAMAGES AND FAILURES OF STRUCTURES DURING THE FEBRUARY 6, 2023 KAHRAMANMARAS SEQUENCE O. Kalyoncu, I.C. Beziklioglu | |||||||
14:50 - 15:00 | JAPANESE AND TURKISH JOINT DETAILED SURVEY OF RC BUILDINGS DAMAGED BY THE 2023 TURKEY EARTHQUAKE S. Tajiri, U. Yazgan, M. Maeda, H. Liu, A. Shegay, J. Monical, T. Asai, M.M. Raouffard, K. Sugimoto, T. Cinar, F. Dogan, U. Demir, C. Demir, H.H. Aydogdu, K. Atasever, O. Halici, A. Nakamura, R. Yoon, N. Onishi, K. Kusunoki, A. Ilki, C. Goksu, K. Orakcal, H. Lus, C. Tura, M.F. Gullu, G. Unal, C. Yenidogan, G. Andirir | |||||||
15:00 - 15:10 | STUDY ON BUILDING DAMAGE AROUND STRONG MOTION OBSERVATION SITES IN THE 2023 TURKEY-SYRIA EARTHQUAKE Y. Maida, Y. Sanada, J. Castro, G. Unal | |||||||
15:10 - 15:20 | STUDY ON MASONRY BUILDINGS DAMAGE DUE TO THE 2023 KAHRAMANMARAS EARTHQUAKES J. Castro, Y. Sanada, Y. Maida, G. Unal | |||||||
15:20 - 15:30 | LIQUEFACTION OBSERVATIONS FOLLOWING THE 2023 TURKIYE EARTHQUAKE SEQUENCE M. Pehlivan, K. Ulmer, J. Macedo | |||||||
15:30 - 15:40 | PRELIMINARY FIELD OBSERVATIONS OF TUNNEL-FORM BUILDING DAMAGE FROM FEBRUARY 2023 TÜRKIYE EARTHQUAKES S. Dede, F. Gutiérrez-Urzúa, T. Rossetto, F. Freddi, U. Hancilar | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SDM13 - COST-EFFECTIVE RESILIENCY SOLUTIONS IN RC STRUCTURES | Convenors: L. Tobber, G. Rodgers, J. Atkinson | ||||||||
14:30 - 14:38 | EXPERIMENTAL STUDY ON BOND CHARACTERISTICS OF RC BEAM WITH RESTRAINT AROUND THE MAIN BARS K. Sakamoto, T. Abe, Y. Ishida, M. Kubota, T. Maegawa, Y. Ishiwata, M. Sakurai, H. Kanno, T. Nishida | |||||||
14:38 - 14:46 | THE EFFECT OF DAMPED-OUTRIGGER IN MITIGATION OF HIGHER MODE EFFECTS IN SHEAR WALL TALL BUILDINGS S. Dehghani, S.A. Eksir Monfared, M. Sabounchi, F. Najam, L. Tobber | |||||||
14:46 - 14:54 | NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF HYBRID PRECAST CONCRETE WALL SYSTEMS M. Moghadasi, M.h. Ahmadi, F.A. Najam, L. Tobber | |||||||
14:54 - 15:02 | SEISMIC PERFORMANCE EVALUATION OF THREE C-SHAPED REINFORCED CONCRETE COUPLED WALLS M. Sabounchi, S. Dehghani, F. Najam, L. Tobber | |||||||
15:02 - 15:10 | EVALUATION OF SEISMIC AND ECONOMIC ASPECTS OF TALL BLDGS WITH UHPC COUPLED SHEAR WALLS IN DUBAI, UAE M. AlHamaydeh, M. ElKafrawy, N. Ghazal Aswad | |||||||
15:10 - 15:18 | ADVANCED HYBRID STRAND SOLUTIONS APPLIED TO CABLE-STAYED BRIDGES: STATIC AND SEISMIC PERFORMANCE S. Vern, F. Paolacci, R. Nasciembene | |||||||
15:18 - 15:26 | EXPERIMENTAL STUDY OF GROUTED DOWEL CONNECTIONS UNDER MONOTONIC LOAD C. Uwamahoro, F. Büker, G. Shishido, L. Tobber | |||||||
15:26 - 15:34 | STRUCTURAL PERFORMANCE OF RC WIDE BEAMS USING HINGE RELOCATION SYSTEM D. Sunaga, H. Nakazawa, K. Adachi, M. Maruta, H. Torii | |||||||
15:34 - 15:42 | CONTROLLING THE SEISMIC DEMANDS IN RC CORE WALLS: INSIGHTS BASED ON MODAL SEPARATION OF RESPONSES F.A. Najam, L. Tobber | |||||||
MONITOR 22 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | SEISMIC VULNERABILITY ASSESSMENT OF MASONRY BUILDINGS USING BAYESIAN BELIEF NETWORK (BBN) MODELS A. Fumai, N. Caterino, F. Parisi, S. Tesfamariam | |||||||
14:45 - 14:57 | PROBABILISTIC FRAGILITY AND DAMAGE MODELS FOR FRAMED-RC BUILDINGS. APPLICATION TO BARCELONA, SPAIN. L.G. Pujades, Y.F. Vargas Alzate, N. Lantada, R. Gonzalez-Drigo | |||||||
14:57 - 15:09 | DEVELOPMENT OF FRAGILITY CURVE FOR EXISTING RC BUILDING D. Tomic, R. Salic Makreska | |||||||
15:09 - 15:21 | BUILDING VULNERABILITY ASSESSMENT FOR GUWAHATI CITY, ASSAM, INDIA M. Borah, Y. Sharma, M.L. Sharma, R.N. Dubey | |||||||
15:21 - 15:33 | EARTHQUAKE-INDUCED LOSS AND DOWNTIME OF SEISMICALLY ENHANCED RC DUAL WALL-FRAME BUILDINGS IN CHILE M.F. Gallegos, G. Araya-Letelier, D. Lopez-Garcia, C. Molina Hutt | |||||||
15:33 - 15:45 | CONSTRUCTION AND APPLICATION OF VULNERABILITY DATABASE BASED ON HISTORICAL EARTHQUAKE DAMAGE DATA Q. He, Z. Xiong, X. Li, X. Li, A. Liu, Y. Li | |||||||
MONITOR 23 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | COMPARISON OF TWO FAST METHODS FOR SEISMIC VULNERABILITY ASSESSMENT OF HISTORIC CENTRES G. Cardani, E. Garavaglia | |||||||
14:45 - 14:57 | A WEBGIS TOOL TO ASSESS THE SEISMIC RISK OF HEALTH FACILITIES FOR EMERGENCY MANAGEMENT IN ITALY F. Bozzoni, B. Borzi, M. Faravelli, M. Onida, M. Pagano, D. Quaroni | |||||||
14:57 - 15:09 | SEISMIC LOSS OF PILOTI-TYPE BUILDING IN METROPOLITAN AREA WITH SIMPLIFIED MODEL AND MEASUREMENT DATA S. Hahn, I. Choi, H. Chang, J. Kim | |||||||
15:09 - 15:21 | SEISMIC RISK OF JUDICIAL BUILDINGS IN SLOVENIA M. Lutman, I. Kulovic, M. Krzan | |||||||
15:21 - 15:33 | COMPARISON OF CANADIAN SEISMIC RISK SCREENING TOOL TO FEMA P-154 AND APPLICATION TO OTHER COUNTRIES R. Fathi-Fazl, Z. Cai, F. Fazileh | |||||||
15:33 - 15:45 | USE OF GROUND MOTION SIMULATIONS OF MEGATHRUST EVENTS IN CAT MODELLING FOR THE INSURANCE INDUSTRY A. Tsioulou, M. Papaspiliou, C. Petrone, K. Olsen, K. Xu, D. Roten | |||||||
MONITOR 24 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | A HYBRID PROCEDURE FOR SEISMIC VULNERABILITY ASSESSMENT OF URBAN AREAS Z. Nikolic, E. Benvenuti, L. Runjic | |||||||
14:43 - 14:55 | A NOVEL SEISMIC RISK ANALYSIS FRAMEWORK BASED ON RECURRENCE PERIODS M. Wang, X. Gao, C. Ning | |||||||
14:55 - 15:07 | ANALYTICAL AND EMPIRICAL FRAGILITY FUNCTIONS FOR REGIONALLY ASSESSING NON-DUCTILE INFILLED FRAMES A.M.B. Nafeh, G. O Reilly | |||||||
15:07 - 15:19 | ASSESSING THE IMPACT OF AFTERSHOCKS ON REGIONAL EARTHQUAKE LOSS ESTIMATION: CASE STUDY IN CALIFORNIA M. Mahdyiar, H. Siriki, A. Nasseri | |||||||
15:19 - 15:31 | BUILDING FOOTPRINT ANALYSIS FOR SEISMIC VULNERABILITY & LARGE SCALE HIGH-RESOLUTION RISK ASSESSMENTS S. Momin, M.A. Salgado-Galvez, M. Basaraner, S. Grajales, M.L. Carreno | |||||||
15:31 - 15:43 | COMPARATIVE SEISMIC RISK ANALYSIS FOR MASONRY HIGH-RISE BUILDINGS IN EIXAMPLE DISTRICT OF BARCELONA M.A. Salgado-Galvez, S. Momin, S. Grajales, M.L. Carreno | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | DATABASE OF FRAGILITY MODIFIERS TO INCLUDE SOIL-STRUCTURE-INTERACTION IN THE URBAN RISK ASSESSMENT C. Amendola, D. Pitilakis, V. Silva | |||||||
14:43 - 14:55 | DEVELOPMENT OF ATTENUATION RELATIONSHIP AND FRAGILITY FUNCTIONS FOR HAITI BASED ON 2021 EARTHQUAKE K. Miyamoto, A. Saini, T. Nifuku, S. Das, A. Gilani | |||||||
14:55 - 15:07 | EFFECT OF STRUCTURAL CONFIGURATION ON THE SEISMIC FRAGILITY OF RC SHEAR WALL BUILDINGS J.J. Ocampo, F. Vidales, D. Feliciano, O. Arroyo, J. Carrillo, C. Arteta, R. Bonett | |||||||
15:07 - 15:19 | ESTIMATION OF WIDE-AREA EARTHQUAKE DAMAGE OF WOODEN HOUSES BASED ON BASIC SURVEY OF CITY PLANNING S. Yokoya, S. Nakada, K. Hayashi, T. Saito | |||||||
15:19 - 15:31 | EVALUATING IMPACT OF SEISMIC SOURCE MODELS ON PROBABILISTIC SEISMIC RISK IN AIZAWL, NE INDIA C. Lallawmawma, M.L. Sharma, J.D. Das | |||||||
15:31 - 15:43 | FRAGILITY CURVES SELECTION IN CENTRAL AMERICA: A NOVEL METHODOLOGY EMPLOYING FUZZY ANALYSIS M. Jiménez Martínez, L. Navas-Sánchez, O. Hernández-Rubio, L. Hernández, B. González-Rodrigo, B. Orta-Rial | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | INCLUDING SPATIAL AND INTER-PERIOD CORRELATIONS IN SHARE-FATE RISK ASSESSMENT B. Polidoro, M. Villani, B. Shao, A. Zanichelli, I. Almufti | |||||||
14:43 - 14:55 | SEISMIC RISK ASSESSMENT AT URBAN SCALE: COMPARING PLINIVS AND ESRM20 METHODS IN CYPRUS G. Xekalakis, N.M. Katzi, S. Apostolaki, F.L. Perelli, E. Riga, D. De Gregorio, N. Kyriakides, G. Zuccaro, K. Pitilakis, P. Christou | |||||||
14:55 - 15:07 | SEISMIC VULNERABILITY ANALYSIS OF HISTORIC MASONRY BUILDINGS WITH MULTI-MODE FAILURE MODELLING V. Buonocunto, F. Parisi, G. Serino, D. D Ayala | |||||||
15:07 - 15:19 | THE COLOMBIAN RISK MODEL: INNOVATIONS IN NATIONWIDE FRAGILITY ASSESSMENTS OF RC STRUCTURAL SYSTEMS C.A. Arteta, V. Abuchar, C.A. Pajaro, V. Ceballos, O. Arroyo, R. Bonett, J. Carrillo, H. Perez | |||||||
15:19 - 15:31 | THE IMPACT OF PARAMETRIC PUSHOVER CURVE UNCERTAINTIES ON SEISMIC LOSS ASSESSMENT OF BUILDING STOCK N. Fazarinc, M. Dolsek | |||||||
15:31 - 15:43 | SEISMIC RISK ASSESSMENT OF INDIAN CITIES: A COMBINED APPROACH USING GIS AND ML A. Pandey, F. Ruparel, R. Kumar, R.B. Keskar, M. Mehta | |||||||
15:43 - 15:45 | DISCUSSION |
THURSDAY | 9:00 - 10:15 |
SPACE 1 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:25 | EFFECTIVE STIFFNESS OF NON-RECTANGULAR REINFORCED CONCRETE WALLS FOR DESIGN AND ASSESSMENT J. Pacheco de Almeida, R. Hoult, B. Payen, A.A. Correia | |||||||
09:25 - 09:35 | EFFECT OF MOMENT-TO-SHEAR RATIO ON BEHAVIOR OF RC SHEAR WALLS WITH REBAR LAP SPLICES A. Kumar, G.A. Rao | |||||||
09:35 - 09:45 | EFFICIENT CONCENTRATED-PLASTICITY MODELING IN OPENSEES S. Mazzoni, M. Scott | |||||||
09:45 - 09:55 | DESIGN AND ANALYSIS CHALLENGES IN APPLYING SEISMIC ISOLATION TO THE CANADIAN PARLIAMENT BUILDING J. Sherstobitoff, A. Bebamzadeh, I. Aiken, C. Black, M. Walters, A. Roufegarinejad, D. Arnold, D. Carson | |||||||
09:55 - 10:05 | NONLINEAR TIME HISTORY ANALYSIS OF FRAME-SUPPORTED SHEAR WALL STRUCTURES WITH TRANSFER SLABS W.H. Pan, S.Y. Ji, Y.M. Li, B.L. Jiang, H.W. Yang | |||||||
10:05 - 10:15 | PERFORMANCE BASED SEISMIC DESIGN OF AN EXOSKELETON SCULPTURE AS AN OFFICE BUILDING: (W)RAPPER H. Darama, A. Nulman, D. Daggett, A. Kozmidis | |||||||
SPACE 3 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:11 | VARIATIONS IN PERFORMANCE IN EXTREME EVENTS WITH SELECTION OF ISOLATION TYPE Y. Yang, T. Becker, T. Sone, T. Kinoshita | |||||||
09:11 - 09:22 | DYNAMICAL MODELING OF FIBER-REINFORCED ELASTOMERIC ISOLATORS AT MULTIPLE LATERAL DEFORMATION LEVELS E.J. Montalto, D. Konstantinidis, N.M. Ankem | |||||||
09:22 - 09:33 | INFLUENCE OF INFILTRATED WATER AND ICE ON FRICTION PENDULUM BEARINGS HYSTERETIC RESPONSE K. Ryan, R. Grijalva Alvarado | |||||||
09:33 - 09:44 | CONTRIBUTION OF LEAD TO STIFFNESS OF AN LRB AT LOW TEMPERATURES WITH AN EMPHASIS TO SIZE EFFECT G. Ozdemir, C. Yasar, V. Karuk, E. Cavdar | |||||||
09:44 - 09:55 | INVESTIGATION ON STATIC FRICTION COEFFICIENT OF A DOUBLE CURVED SURFACE SLIDER E. Cavdar, G. Ozdemir, V. Quaglini, U. Ozcamur | |||||||
09:55 - 10:05 | EFFECTS OF SINGLE-SURFACE SLIDING IN DOUBLE PENDULUM BEARINGS ON THE BEHAVIOR OF ISOLATED BRIDGES M. Borekci, R.G. Alvarado, K.L. Ryan | |||||||
10:05 - 10:15 | PERFORMANCE ASSESSMENT OF A SEMI-ACTIVE FRICTION PENDULUM SYSTEM UNDER BIDIRECTIONAL EXCITATION C.A. Barrera-Vargas, D. Konstantinidis, I. M. Díaz, J.H. García-Palacios | |||||||
BROWN 1 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
09:00 - 09:10 | REPONSE OF BRIDGE FOUNDATIONS UNDER THE COMBINED EFFECT OF A LANDSLIDE AND SEISMIC ACTIONS D. Salciarini, D. Pauselli, E. Cernuto | |||||||
09:10 - 09:20 | DEVELOPING AN ASSESSMENET FRAMEWORK TO ADDRESS THE IMPACT OF DRY GRANULAR FLOWS ON STRUCTURES M. Kontoe, T. Rossetto, S. Lopez-Querol | |||||||
09:20 - 09:30 | SEISMIC MITIGATION OF LIQUID STORAGE TANKS ISOLATED WITH FRICTIONAL SLIDER AND CLUTCHING INERTER K. Bajad, R.S. Jangid, N. Islam | |||||||
09:30 - 09:40 | ASSESSMENT OF SIMPLIFIED SOIL-STRUCTURE INTERACTION MODELS FOR SEISMIC ANALYSIS OF RC BUILDINGS B. Bapir, L. Abrahamczyk | |||||||
09:40 - 09:50 | DIFFERENCES IN SSI EFFECTS CONSIDERING LINEAR AND NONLINEAR SPRINGS IN THE SEISMIC ASSESSMENT S. Aedo-Maluje, G. Andreotti | |||||||
09:50 - 10:00 | CENTRIFUGE STATIC LOADING TESTS AND NUMERICAL ANALYSIS FOR NONLINEAR SOIL-PILE INTERACTION SYSTEM K. Tadamura, K. Hayashi, S. Tamura | |||||||
10:00 - 10:10 | THE ROLE OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF AN EXISTING R.C. BRIDGE A. Ambrosino, S. Sica | |||||||
10:10 - 10:20 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
BROWN 2 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
09:00 - 09:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE WALLS THROUGH VERTICAL DIVISION: EVALUATING STIFFNESS REDUCTION AND LOAD REDISTRIBUTION EFFECT D. Son, C. Choi, B. Bae | |||||||
09:10 - 09:20 | ASSESSMENT OF THE EFFECTIVE PARAMETERS ON DIRECT DISPLACEMENT-BASED DESIGN OF STEEL FRAMES M.A. Arab, H. Tajmir Riahi, M. Daei | |||||||
09:20 - 09:30 | AN EVALUATION OF POTENTIAL DAMAGE OR COLLAPSE OF RC FRAMES AND RC WALL BUILDINGS IN STRONG EARTHQUAK M. Rodriguez, E. Sonmez | |||||||
09:30 - 09:40 | INFLUENCE OF SURFACE WAVES ON SEISMIC RESPONSE AND VULNERABILITY OF LONG-PERIOD STRUCTURES C. Chatzigogos, Y. Perraud, C. Franco, P.A. Nazé | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF EXTERNAL BEAM-COLUMN JOINTS OF STEEL FIBER REINFORCED CONCRETE WITH HEAD BARS M. Lee, C. Choi, B. Bae | |||||||
09:50 - 10:00 | EVALUATION OF FIRE RESISTANCE AND STRUCTURAL CHARACTERISTICS OF TIMBER-GEOPOLYMER COMPOSITE Y. Tian, T. Oda, Y. Suzuki, Y. Taniguchi, S. Pareek | |||||||
10:00 - 10:10 | NONLINEAR MODELING OF RC PIERS SUBJECT TO ARBITRARY SPATIALLY NON-UNIFORM CORROSION PATTERNS D. Bernardini, D. Ruta, A. Paolone, D. Cardone, V. Possidente, G. Perrone, F. Braga, F. Buttarazzi, A. Rossi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
AMBER 1 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | LOSS MODELING IN MEXICO CITY AREA: IMPLICATIONS OF STRUCTURAL RESPONSE DUE TO PERIOD ELONGATION K. Afshari, H. Siriki | |||||||
09:15 - 09:27 | THE SEISMIC RISK ASSESSMENT AT THE TERRITORIAL SCALE OF MUGELLO AREA IN ITALY G. Menichini, E. Del Monte, M. Orlando | |||||||
09:27 - 09:39 | METHODOLOGY FOR ASSESSING THE IMPACTS OF SEISMICITY IN OFFSHORE AREAS WITH ANTHROPOGENIC ACTIVITIES F. Bozzoni, B. Borzi, M. Faravelli, A. Famà, V. Pascale, D. Quaroni, I. Molinari, G. Sgattoni, L. Lipparini, I. Antoncecchi, D. Di Bucci | |||||||
09:39 - 09:51 | MACHINE LEARNING BASED EARTHQUAKE CATASTROPHE RISK MODELING FOR JAPAN Z. Wang, D. Zhao, J. Wang, H. Dang, X. Wang, P. Miao, D. Wei, Z. Li | |||||||
09:51 - 10:03 | SEISMIC RISK SENSITIVITY ANALYSIS OF A LARGE DRINKING WATER DISTRIBUTION NETWORK IN CENTRAL CHILE J.P. Munoz Galvez, J.C. de la Llera, S. Castro, Y. Alberto, A. Poulos, F. Arrospide | |||||||
10:03 - 10:15 | DEVELOPMENT OF QGIS PLUGIN FOR SEISMIC DISASTER RESCUE ROUTING C. Yang, Y. Tsao | |||||||
AMBER 2 | ||||||||
AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
09:00 - 09:12 | INTELLIGENT LEARNING PARADIGMS TO ENABLE ADAPTABLE SEISMIC FRAGILITY AND RESTORATION MODELS R. Rincon, J.E. Padgett | |||||||
09:12 - 09:24 | INTEGRATING AUTOMATION AND SURROGATE MODELING FOR HIGH-FIDELITY REGIONAL SEISMIC RISK ASSESSMENT L. Dahal, H. Burton | |||||||
09:24 - 09:36 | ESTIMATING THE DYNAMIC RESPONSE OF STRUCTURES USING RECURRENT NEURAL NETWORKS Z. Kasi, B. Simpson, M. Scott | |||||||
09:36 - 09:48 | DEEP LEARNING FOR GROUND MOTION GENERATION, SEISMIC RESPONSE PREDICTION, AND FRAGILITY ASSESSMENT T. Xie, C. Ning | |||||||
09:48 - 10:00 | HAZARD-CONSISTENT COLLAPSE RISK ASSESSMENT OF STEEL MOMENT RESISTING FRAMES USING SURROGATE MODELS N. Bijelic, A. Skiadopoulos, D. Lignos | |||||||
10:00 - 10:12 | AN END-TO-END DEEP LEARNING VULNERABILITY MODEL FOR SEISMIC RISK ASSESSMENT L. Martins, V. Silva | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
AMBER 3 | ||||||||
RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
09:00 - 09:10 | FRAGILITY CURVES FOR A SCHOOL BUILDING IN NEPAL ACCOUNTING FOR UNCERTAINTIES IN MATERIAL PARAMETERS S. Bose, A. Stavridis, K. Sett, P. Anastasopoulos | |||||||
09:10 - 09:20 | CUSTOMIZING AND ADAPTING THE WORLD HEALTH ORGANIZATION HOSPITAL SAFETY INDEX J. Rodgers, H. Kumar, W. Holmes, P. Sethi, Y. Lotay, R. Samuel, M. Mudassir, D. Joshi, S. Bastola, S. Mishra, S.H. Zaw, B. Iyer, S. Chajjalana, R.C. Sharma, A. Wolski, U. Ojha | |||||||
09:20 - 09:30 | SEISMIC RICK REDUCTION IMPLEMENTATION FOR HISTORIC BUILDINGS IN LEBANON D. Sonda, C. Abinader, A. Gilani, H.K. Miyamoto | |||||||
09:30 - 09:39 | TOMORROW'S CITIES: AN INTERDISCIPLINARY DECISION SUPPORT ENVIRONMENT FOR RISK SENSITIVE URBAN DESIGN C. Galasso, J. McCloskey, M. Pelling, R. Guragain, G. Cremen, T. Comelli | |||||||
09:39 - 09:48 | EXPERIMENTAL INVESTIGATION OF ENHANCED SEISMIC PERFORMANCE OF STONE MASONRY USING LOW-COST RETROFIT V. Manandhar, H. Shrestha, N. P. Marasini, R. Prajapati, R. Guragain, R. Chaulagain, N. A. Alexander, F. De Luca, N. Giordano, A. G. Sextos | |||||||
09:48 - 09:57 | LARGE-SCALE EXPERIMENTAL INVESTIGATION OF RESILIENT TIMBER-BASED ENERGY DISSIPATION SYSTEMS A. Tsiavos, D. Kolyfetis, B. Stojadinovic | |||||||
09:57 - 10:06 | NATIONWIDE EARTHQUAKE RISK MODEL FOR MASONRY BUILDINGS IN MALAWI K. Goda, J. Williams, R. De Risi, I. Ngoma | |||||||
10:06 - 10:15 | LOW-COST STRATEGY FOR RETROFFITING OF TYPICAL SCHOOL FACADES CONSTRUCTED WITH UNREINFORCED MASONRY C.A. Bllandon, R. Bonett, J. Carrillo, C. Takeuchi, D. Feliciano, S. Saloustros, K. Beyer | |||||||
AMBER 4 | ||||||||
REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
09:00 - 09:13 | DAMAGE ASSESSMENT FOR THE BUILT HERITAGE: AN INTEROPERABILITY TOOL IN THE POST-EARTHQUAKE SCENARIO. E. Brusa, C. Chesi | |||||||
09:13 - 09:26 | COMBINING AERIAL AND TERRESTRIAL LIDAR OR PHOTOGRAMMETRY AND RADAR, FOR RAPID POST-EARTHQUAKE ASSESSMENT D. Toma-Danila, A. Tiganescu, E. Nastase, T. Popescu, A. Lungu, D. Tataru, I. Cristea | |||||||
09:26 - 09:39 | DAMAGED BUILDING RECOGNITION AFTER THE 2023 TURKIYE-SIRIA EARTHQUAKE USING REMOTE SENSING AND AI B. Adriano, S. Wiguna, E. Mas, S. Koshimura | |||||||
09:39 - 09:51 | DEVELOPMENT OF AN AI-BASED BUILDING THE DAMAGE ASSESSMENT SYSTEM USING DAMAGE AREA RATIO T. Shibata, M. Numada | |||||||
09:51 - 10:03 | POST-EARTHQUAKE DISPLACEMENT-BASED ASSESSMENT METHODOLOGY FOR BRIDGES A.P. Bona, M.J. Kowalsky, J. Lee, A. Cabas | |||||||
10:03 - 10:15 | INCORPORATING SITE EFFECTS INTO RAPID POST-EARTHQUAKE ASSESSMENTS J. Lee, A. Cabas, M. Kowalsky, A. Paula Bona | |||||||
AMBER 5 | ||||||||
SHR13/14 - HIGH-RESOLUTION SIMULATION OF REGIONAL EARTHQUAKE RISK AND RECOVERY | Convenors: G. Deierlein, M. DeJong, A. Zsarnoczay, A. Taflanidis | ||||||||
09:00 - 09:11 | THE BENEFITS OF LARGE-SCALE SEISMIC RETROFITS IN THE HOSPITAL SYSTEM IN THE BAY AREA, CALIFORNIA L. Ceferino, C. Kukunoor, A. Zsarnóczay | |||||||
09:11 - 09:22 | ESTIMATION OF RESTORATION TIMES FOR ROAD NETWORK FOLLOWING CASCADING HAZARD RISK MODELLING APPROACH S.R. Uma, J.M. Moratalla | |||||||
09:22 - 09:33 | ACCELERATE INNOVATION IN REGIONAL SIMULATIONS THROUGH SHARED COMPUTATIONAL WORKFLOWS AND DATA A. Zsarnoczay, G. Deierlein, F. McKenna | |||||||
09:33 - 09:43 | PYRECODES: AN OPEN-SOURCE PYTHON PACKAGE FOR RESILIENCE ASSESSMENT OF THE BUILT ENVIRONMENT N. Blagojevic, B. Stojadinovic | |||||||
09:43 - 09:54 | STOCHASTIC EMULATION FOR SEISMIC RISK ASSESSMENT S. Yi, A. Taflanidis | |||||||
09:54 - 10:04 | SURROGATE SEISMIC DEMAND MODELLING OF INELASTIC SDOF SYSTEMS FOR DYNAMIC EARTHQUAKE RISK ASSESSMENT R. Gentile, C. Galasso | |||||||
10:04 - 10:15 | BUILDING SURROGATE MODELS FOR SEISMIC PERFORMANCE EVALUATIONS USING DIMENSIONALITY REDUCTION AND RF M. Monsalve, E. Ferrario, J.C. de la Llera | |||||||
AMBER 6 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:15 | NON-LINEAR ANALYSIS OF STRENGTHENED MASONRY CROSS-SECTIONS WITH DIMENSIONLESS CLOSED FORM SOLUTION S. Belliazzi, G.P. Lignola, E. Cosenza, F. Fabbrocino | |||||||
09:15 - 09:25 | SEISMIC RESPONSE OF AN URM BUILDING STRENGTHENED WITH FRCM S. Bracchi, M. Rota, A. Penna | |||||||
09:25 - 09:35 | BIDIRECTIONAL SHAKE-TABLE TEST OF A RETROFITTED URM BUILDING G. Congdon, A. Stavridis, R. Raman, M. Bruneau, K. Sett | |||||||
09:35 - 09:45 | EFFECT OF TRADITIONAL STRENGTHENING INTERVENTIONS ON SEISMIC FRAGILITY OF URM BUILDINGS V. Buonocunto, E. Acconcia, F. Parisi | |||||||
09:45 - 09:55 | NATURAL FIBRES BASED PLASTERS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS: A COMPARATIVE ANALYSIS A. Davino, E. Meglio, A. Formisano | |||||||
09:55 - 10:05 | MICRO-SCALE MODIFIED SELF-SENSING REPAIR MORTAR FOR STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY STRUCTURES A. Drougkas, V. Sarhosis, A. Macente, M. Basheer, A. D Alessandro, F. Ubertini | |||||||
10:05 - 10:15 | A 8-DOF TRUSS ELEMENT FOR FRCM RETROFITTING OF MASONRY WALLS IN-PLANE LOADED N. Pingaro, G. Milani | |||||||
AMBER 7 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | PROCESS AND PROGRESS TOWARD DEVELOPMENT OF DESIGN CRITERIA FOR FUNCTIONAL RECOVERY OF BUILDINGS R. Kersting, A. Liel | |||||||
09:15 - 09:27 | REDI RATING SYSTEM V2.0: UPDATED RESILIENCE-BASED DESIGN GUIDELINES FOR NEW AND EXISTING BUILDINGS I. Almufti, A. Tzortzis, J. Valigura, M. Mieler | |||||||
09:27 - 09:39 | CONSIDERING SOCIETAL EXPECTATIONS IN THE SEISMIC PERFORMANCE OF BUILDINGS H. Ferner, S. Abeling, S. Beaven, C. Brown, D. Brunsdon, H. Cowan, C. Dunne, K. Elwood, J. Hare, D. Gill, R. Jury | |||||||
09:39 - 09:51 | NEW PROVISIONS IN CANADA'S BUILDING CODE 2020 FOR 'NO STRUCTURAL DAMAGE' EARTHQUAKE PERFORMANCE J. Sherstobitoff, J. Salmon, B. Keshavarz | |||||||
09:51 - 10:03 | TOWARD PRESCRIPTIVE DESIGN PROVISIONS FOR FUNCTIONAL RECOVERY PERFORMANCE: NONSTRUCTURAL SYSTEMS C. Molina Hutt, R.B. Zimmerman | |||||||
10:03 - 10:15 | FUNCTIONAL RECOVERY OF LIFELINE INFRASTRUCTURE SYSTEM SERVICES C. Davis, A. Herseth, K. Johnson, A. Hortacsu | |||||||
AMBER 8 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
09:00 - 09:10 | STUDY ON MECHANICAL PROPERTIES OF GYPSUM BOARDS SUBJECTED TO IN-PLANE FORCES AND BENDING Y. Sato, A. Shegay, F. Sakuraba, S. Motoyui | |||||||
09:10 - 09:20 | OUT-OF-PLANE FRAGILITY CURVES OF STEEL-FRAMED GYPSUM PARTITIONS WITH SCREW AND ADHESIVE CONNECTIONS C. Guzman, G. Araya-Letelier, R. Astroza, E. Miranda, M.F. Gallegos | |||||||
09:20 - 09:30 | STRENGTH OF STEEL TRACK-CONCRETE SLAB CONNECTIONS IN LIGHT GAUGE STEEL PARTITION WALL X. Yang, S. Kishiki | |||||||
09:30 - 09:40 | IN-PLANE DAMAGE AND REPAIR TIME OF PARTITION WALLS WITH DIFFERENT BOUDARIES UNDER EARTHQUAKES J. Huang, M. Kurata | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF PARTITION WALLS SUBJECTED TO STORY DRIFT AND INERTIAL FORCE Y. Oki, S. Kishiki, N. Tatsumi, T. Ishihara | |||||||
09:50 - 10:00 | LOW-DAMAGE DRYWALL PARTITION WALL SYSTEM FOR IMMEDIATE POST-EARTHQUAKE OCCUPANCY S. Menegon, J. Hashemi, E. Gad | |||||||
10:00 - 10:10 | EARTHQUAKE-PROOF GLASS-ALUMINIUM PARTITION WALLS WITH VISCOELASTIC DISSIPATIVE DEVICES F. Scozzese, R. Ditommaso, A. Zona, F.C. Ponzo, A. Di Cesare, A. Dall Asta | |||||||
10:10 - 10:20 | EXPERIMENTAL STUDY ON EVALUATING DAMAGE TO INTERIOR AND EXTERIOR WALLS, WITH A FOCUS ON VISIBILITY S. Yagi, T. Seike | |||||||
SUITE 6 | ||||||||
TNM8 - NATECH SEISMIC RISK ASSESSMENT, MANAGEMENT AND MITIGATION IN MAJOR HAZARD INDUSTRIAL FACILITIES | Convenors: A. Marino, M. Ciucci | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:10 | AVOIDING EARTHQUAKE-RELATED GEOHAZARDS AT THE SEABED VIA OFFSHORE SUSPENDED LIFELINES P. Psarropoulos, N. Makrakis, Y. Tsompanakis | |||||||
09:10 - 09:18 | DAMAGE EVALUATION AND MITIGATION IN INDUSTRIAL FACILITIES DUE TO NATECH SEISMIC EVENTS D. Perrone, G. Gabbianelli, F. Micelli, M. Ciucci | |||||||
09:18 - 09:26 | EARLY WARNING AND SMART TECHNOLOGIES FOR SEISMIC NATECH RISK MANAGEMENT IN MAJOR HAZARD INDUSTRIES A. Marino, G. Berardo, M. Ciucci | |||||||
09:26 - 09:34 | FE MODELS FOR SEISMIC ANALYSIS OF FLOATING ROOF OF STORAGE TANKS IN MAJOR HAZARD INDUSTRIAL PLANTS M. Salimbeni, M. De Angelis, C. Delle Site, M. Ciucci | |||||||
09:34 - 09:42 | OPENSRA: A SOFTWARE FOR SEISMIC RISK ANALYSIS OF NATURAL GAS INFRASTRUCTURE M. Largent, B. Zheng, J. Watson-Lamprey, J. Bray, N. Abrahamson, C. Bain, D. Hutabarat, K. Soga, J. Wang, P. Hubbard, S. Gavrilovic, F. McKenna, J. Rutqvist, T. Sasaki, Y. Zhang, K. Luu, P. Jordan, B. Foxall, E. Pantoli, T. Hutchinson, D. McCallen, S. Elfass, T. O Rourke, S. Lindvall, S. Thompson | |||||||
09:42 - 09:50 | SEISMIC RISK ASSESSMENT OF SURFACE NATURAL GAS INFRASTRUCTURE: CONTRIBUTIONS TO OPENSRA E. Pantoli, T.C. Hutchinson, S. Elfass, D. McCallen, M. Largent, J. Watson-Lamprey, B. Zheng, J. Bray | |||||||
09:50 - 09:58 | SEISMIC PERFORMANCE AND RISK ASSESSMENT OF INDUSTRIAL STRUCTURES DURING THE 2023 TÜRKIYE EARTHQUAKES S. Ozturk, E. Altunsu, O. Gunes, A. Sari | |||||||
09:58 - 10:06 | STRUCTURAL MONITORING OF TANKS BASED ON FBG FIBER OPTIC SENSORS FOR NATECH SEISMIC RISK MANAGEMENT M. Salimbeni, M. De Angelis, V. Vezzari, A. Marino, M. Ciucci | |||||||
10:06 - 10:14 | UAV FOR SAFE EMERGENCY MANAGEMENT OF SEISMIC NATECH EVENTS IN MAJOR HAZARD INDUSTRIAL PLANTS A. Marino, M. Ciucci | |||||||
10:14 - 10:15 | DISCUSSION | |||||||
SUITE 7 | ||||||||
GRM1 - ROTATIONAL SEISMIC GROUND MOTIONS AND THEIR ENGINEERING SIGNIFICANCE | Convenors: Z. Zembaty, H. Igel, P. Bonkowski | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | ROCKING GROUND MOTION EFFECTS ON TOWERS AND TALL BUILDINGS P. Bonkowski, Z. Zembaty | |||||||
09:15 - 09:25 | ROTATIONAL MOTIONS IN SEISMOLOGY AND ENGINEERING H. Igel, F. Bernauer, J. Wassermann, F. Lindner, S. Keil, L. Tang, A. Brotzer | |||||||
09:25 - 09:35 | RESPONSE OF TALL BUILDINGS TO TRANSLATION AND ROTATION AT THEIR BASE WITH EXAMPLES M. Todorovska, L. Cruz, M. Trifunac, A. Aihemaiti, G. Lin, J. Cui | |||||||
09:35 - 09:45 | ROCKING IN BUILDING: A DATA-DRIVEN CONTRIBUTION TO UNDERSTANDING SEISMIC STRUCTURAL RESPONSE P. Gueguen | |||||||
09:45 - 09:55 | INERTIAL ROTATION SENSING U. Schreiber, J. Kodet | |||||||
09:55 - 10:05 | APPLICATIONS OF ROTATIONAL SENSING IN ANALYZING STRUCTURAL VIBRATIONS AND THEIR MODAL ANAYLYSES F. Bernauer, P. Bonkowski, A. Dhabu, Z. Zembaty | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
SUITE 8 | ||||||||
BCI9 - EXPERIMENTATION AND MODELLING OF CORRODED BRIDGE PIERS: LIMITATIONS & FUTURE DIRECTIONS | Convenors: A. Palermo, M. Kashani | ||||||||
09:00 - 09:10 | BRIDGE PIERS LOAD AND DEFORMATION CAPACITY: NATURAL AND ARTIFICIAL CORROSION EFFECTS D. Coronelli | |||||||
09:10 - 09:20 | CYCLIC SHEAR CAPACITY OF DETERIORATED CIRCULAR REINFORCED CONCRETE PIERS B. Matthews, A. Palermo, A. Scott | |||||||
09:20 - 09:30 | INELASTIC CYCLIC RESPONSE OF CIRCULAR CORRODED CONCRETE BRIDGE PIERS M.M. Kashani | |||||||
09:30 - 09:40 | LARGE SCALE EXPERIMENTAL TESTING OF 80 YEAR OLD BRIDGE PIERS A. Bal, L. Hogan, M. Stephens, L. Wotherspoon | |||||||
09:40 - 09:50 | LARGE-SCALE TESTING OF AGED REINFORCED CONCRETE COLUMNS UNDER LATERAL CYCLIC LOADING C. McKee, P. Sideris, M. Hubler | |||||||
09:50 - 10:00 | PROBABILISTIC SEISMIC CAPACITY ANALYSIS OF A CORRODED RC BRIDGE S. Abtahi, Y. Li | |||||||
10:00 - 10:10 | THE IMPACT OF CORROSION ON THE LIMIT STATES OF RC STRUCTURES D. Comaniciu, M. Kowalsky, M. Pourghaz | |||||||
10:10 - 10:20 | VIBRATION MONITORING OF AQUEDUCT BRIDGES: A CASE STUDY FOR COLLAPSE OF MUSOTA AQUEDUCT BRIDGE N. Mohammadi, Y. Kuwata, A. Morioka | |||||||
SUITE 9 | ||||||||
SHM7 - TOWARDS A NEW VISION OF CIVIL ENGINEERING: DIGITAL INNOVATION TO STRUCTURAL HEALTH MANAGEMENT | Convenors: S. Ruggieri, A. Saisi, A. Nettis | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:12 | DESIGNING A CLOUD-BASED DIGITAL TWIN FRAMEWORK FOR INDIRECT BRIDGE HEALTH MONITORING (IBHM) A. Younesian, S. Alam | |||||||
09:12 - 09:22 | UAV-BASED VIDEO ANALYSIS AND SEMANTIC SEGMENTATION FOR SHM OF EARTHQUAKE-EXCITED STRUCTURES P. Cao, R. Ji, Z. Ma, S. Sorosh, E. Lo, T. Norton, J. Driscoll, X. Wang, T. Hutchinson, S. Pei, F. Kuester | |||||||
09:22 - 09:32 | SAP.PY: AUTOMATED MODEL UPDATING USING SAP2000 OAPI AND PYTHON FOR STRUCTURAL HEALTH MONITORING G. Bruno, S. Ruggieri, A. Nettis, F. Parisi, G. Uva | |||||||
09:32 - 09:42 | SENSING BEHAVIOR OF SMART FULL-SCALE CONCRETE STRUCTURES WITH CARBON FIBERS FOR SEISMIC SHM A. D Alessandro, A. Meoni, S. Laflamme, F. Ubertini | |||||||
09:42 - 09:52 | MEASUREMENT OF RESIDUAL DEFORMATION OF A STRUCTURE USING MEMS ACCELEROMETER S. Pradhan, K. Nishimura, S. Matsuzawa | |||||||
09:52 - 10:02 | RESEARCH ON THE ASSEMBLY OF 3D SPACE IN'JODO-SHU SAINEN-JI HONDOU'USING SFM TECHNOLOGY Z. Wang, H. Sato, H. Kajikawa | |||||||
10:02 - 10:12 | INTEGRATING STRUCTURAL HEALTH MONITORING WITH ENERGY MONITORING: OPPORTUNITIES AND CHALLENGES L. Blaso, A. D Agostino, S. Giovinazzi | |||||||
10:12 - 10:15 | INTRODUCTION |
THURSDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | INTELLIGENT GENERATION MODEL OF SUPER HIGH-RISE FRAME-CORE STRUCTURES WITH HIGH SEISMIC PERFORMANCE Z. Zhao, Z. He, D. Yu | |||||||
09:12 - 09:24 | POST-EARTHQUAKE BUILDING PERFORMANCE: MACHINE LEARNING FOR 2016–2017 CENTRAL ITALY EARTHQUAKES A. Aloisio, M.M. Rosso, L. Coco, L. Di Battista, B. Di Giacomantonio, M. Fragiacomo, G.C. Marano, G. Quaranta | |||||||
09:24 - 09:36 | DATA ASSIMILATION METHOD USING QUALITY ENGINEERING AND SHAP FOR SEISMIC PERFORMANCE OF WOODEN HOUSES T. Namba, T. Nakagawa, Y. Kado, H. Isoda, A. Takino | |||||||
09:36 - 09:48 | OPTIMAL SCHEDULING FOR RESILIENT COMMUNITY POST- EARTHQUAKE RECOVERY BASED ON REINFORCEMENT LEANING S. Yang, Y. Zhang, X. Lu | |||||||
09:48 - 10:00 | FEATURE VALUE OF SEISMIC WAVE FOR DETERMINING LIQUEFACTION DEGREE OF SITE USED IN MACHINE LEARNING K. Watanabe, R. Ito, A. Kamura, M. Kazama | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | OPTIMUM DESIGN OF VIBRATING BARRIERS USING ARTIFICIAL NEURAL NETWORK A. Farid, Y. Rashed, A. Ayoub | |||||||
09:12 - 09:24 | RELIABILITY ANALYSIS OF DETERIORATING STRUCTURES USING LSTM-PINN-BASED PDEM S. Das, S. Tesfamariam | |||||||
09:24 - 09:36 | A DEEP LEARNING METHOD FOR STRENGTH AND STIFFNESS EVALUATION OF SEISMICALLY DAMAGED RC SHEAR WALLS Y. Yu, X. Ji, X. Gao, Y. Zhuang | |||||||
09:36 - 09:48 | ENHANCING SEISMIC SAFETY OF EXISTING BUILDINGS BY DEVELOPING TRANSPARENT AND ADAPTIVE RVS FRAMEWORK N. Bektas, O. Kegyes-Brassai | |||||||
09:48 - 10:00 | MACHINE LEARNING APPROACH FOR PREDICTING THE FLEXURAL BEHAVIOR OF STEEL MEMBERS C. Eshaghi, E. Cerqueira, X. Romão, J.M. Castro | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | MULTI-TASK GAUSSIAN PROCESS-BASED SURROGATE MODEL FOR PERFORMANCE-BASED SEISMIC DESIGN OPTIMIZATION T. Yaoyama, T. Itoi | |||||||
09:12 - 09:24 | SEISMIC BEHAVIOR OF RETAINING STRUCTURES USING SOIL-STRUCTURE INTERACTION PRINCIPLES AND AI TOOLS M.G. Durante | |||||||
09:24 - 09:36 | GROUND MOTION BASED SURROGATE MODEL OF SEISMIC RESPONSE ANALYSIS OF BUILDINGS USING MACHINE LEARNING Y. Matsumoto, T. Yaoyama, S. Lee, T. Hida, T. Itoi | |||||||
09:36 - 09:48 | AUTOMATIC BUILDING HEIGHT ESTIMATION: MACHINE LEARNING MODELS FOR URBAN IMAGE ANALYSIS M. Ureña Pliego, R. Martinez-Marín, B. González Rodrigo, M.b. Benito-Oterino, M. Marchamalo-Sacristán | |||||||
09:48 - 10:00 | DEEP NEURAL NETWORKS THAT BYPASS IDA VIA DURATION AND SPECTRAL-BASED INTENSITY MEASURES K. Tsalouchidis, C. Adam | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
ASR10 - DESIGN AND RETROFITTING WITH POST-INSTALLED SOLUTIONS | Convenors: G. Muciaccia, A. Sharma | ||||||||
09:00 - 09:11 | SEISMIC PERFORMANCE OF MULTI-STORY REINFORCED CONCRETE WALL WITH NEW OPENING AT 1ST FLOOR A. Nakamura, T. Mukai, K. Ariki | |||||||
09:11 - 09:22 | FRAGILITY CURVES FOR RC MOMENT FRAMES RETROFITTED WITH MORTAR WALLS AND STEEL WIRE MESH M. Herrera, D. Sosa, S. Diaz, E. Tasdemir, E. Guaminga | |||||||
09:22 - 09:33 | EFFECT OF APPLICATION ISSUES IN MASONRY CONFINEMENT WITH COMPOSITES G.P. Lignola, A. Prota | |||||||
09:33 - 09:44 | EXTENDING APPLICATION OF TITANIUM ALLOY BARS FOR RETROFITTING REINFORCED CONCRETE BUILDINGS H. Al-Ghanim, W. Alnahhal, M. Mashal, A. Al-Hamrani | |||||||
09:44 - 09:55 | NUMERICAL INVESTIGATIONS ON PULL-OUT BEHAVIOUR OF POST-INSTALLED REBARS IN RC UNDER CYCLIC LOADS D. Waghmare, A. Sharma | |||||||
09:55 - 10:05 | NUMERICAL STUDY ON THE BEHAVIOR OF ANCHORAGES WITH SUPPLEMENTARY REINFORCEMENT UNDER MOMENT LOADING D. Suthar, A. Sharma | |||||||
10:05 - 10:15 | PERFORMANCE TEST OF THE LONG POST-INSTALLED ANCHORS H. Sakai, K. Nakano, K. Imai, T. Numata, K. Ariki, K. Matsuzawa | |||||||
MONITOR 5 | ||||||||
ASR10 - DESIGN AND RETROFITTING WITH POST-INSTALLED SOLUTIONS | Convenors: G. Muciaccia, A. Sharma | ||||||||
09:00 - 09:11 | SEISMIC PERFORMANCE OF SMALL SCREW ANCHORS FOR REDUNDANT NON-STRUCTURAL SYSTEMS T. Pokharel, C.C. Neupane, J. Lee, A. Amirsardari, E. Gad | |||||||
09:11 - 09:22 | RETHINKING THE ROLE OF THE CONNECTIONS TO IMPROVE THE SUSTAINABILITY OF THE RETROFIT ACTIONS S. Labò, J. Zanni, C. Passoni, A. Marini | |||||||
09:22 - 09:33 | PROGRESS IN SEISMIC DESIGN AND STRENGTHENING REDESIGN OF HOSPITALS. V. Davidovici | |||||||
09:33 - 09:44 | PERFORMANCE OF ANCHORAGES UNDER PREDOMINANT MOMENT LOADING: A NUMERICAL INVESTIGATION G. Chobe, A. Sharma | |||||||
09:44 - 09:55 | STUDY ON EFFECT OF SETTING LOCATION ON MECHANICAL PROPERTIES OF POST INSTALLED ANCHOR FOR CONCRETE S K. Katori, T. Osawa, K. Kobayashi | |||||||
09:55 - 10:05 | SUSTAINED PERFORMANCE CAUSED BY ADHESIVE POST-INSTALLED PLURAL ANCHORS SUBJECTED TO SHEAR FORCE Y. Tajima, K. Hoki | |||||||
10:05 - 10:15 | SEISMIC BEHAVIOR OF SEMI RIGID CONNECTIONS USING DISSIPATIVE POST-INSTALLED ANCHORS S. Arjmandzadeh, G. Muciaccia | |||||||
MONITOR 6 | ||||||||
BCI10 - INSURING THE FUNCTIONALITY OF CRITICAL FACILITIES AND SEISMIC QUALIFICATION OF COMPONENTS | Convenors: D. Combescure, A. Pavese | ||||||||
09:00 - 09:15 | CRITICAL DISPLACEMENTS OF BELLOWS-TYPE EXPANSION JOINTS FOR SEISMIC DESIGN OF WATER-SUPPLY PIPELINE Y. Nishi, Y. Kanamaru, D. Matsumoto, S. Iwamoto, T. Koike, Y. Kuwata | |||||||
09:15 - 09:30 | DETERIORATION OF SEISMIC PERFORMANCE OF BELLOWS-TYPE EXPANSION JOINTS DUE TO DIFFERENTIAL SETTLEMENT Y. Kanamaru, Y. Nishi, D. Matsumoto, S. Iwamoto, T. Koike | |||||||
09:30 - 09:45 | REFINED CALCULATION METHOD ON AXIAL STRAIN OF WATER PIPELINE BY STATIONARY LOADS FOR SEISMIC DESIGN J. Kiyono, J. Kubota, A. Furukawa, H. Onuma, H. Omuro, Y. Shiohama, H. Shirasawa | |||||||
09:45 - 10:00 | NONLINEAR FINITE ELEMENT ANALYSIS OF TRANSMISSION TOWERS SUBJECTED TO PERMANENT GROUND DEFORMATION M. Poul, B. Horstman, J. Bachhuber, B. Low | |||||||
10:00 - 10:15 | DEVELOPMENT OF SMART SEISMIC SENSOR AND SDPP FOR ENHANCING NUCLEAR POWER PLANT SAFETY J. Seo, J.K. Lee | |||||||
MONITOR 7 | ||||||||
BCI10 - INSURING THE FUNCTIONALITY OF CRITICAL FACILITIES AND SEISMIC QUALIFICATION OF COMPONENTS | Convenors: D. Combescure, A. Pavese | ||||||||
09:00 - 09:15 | A FINITE ELEMENT MODELING FOR SEISMIC RESPONSE ANALYSIS OF GRAPHITE BLOCKS IN HTGR T. Itoi, N. Masaki, K. Murakami, M. Wakui | |||||||
09:15 - 09:30 | QUALIFICATION OF ANTI-SEISMIC BEARINGS FOR LONG TERM OPERATION OF KOEBERG NUCLEAR POWER PLANT S. Nhleko, S. Thabethe, I. Korir | |||||||
09:30 - 09:45 | PERFORMANCE-BASED SEISMIC ASSESSMENT OF AN EXISTING RC HOSPITAL BUILDING IN PERU J. Esteban, P. Calla | |||||||
09:45 - 10:00 | A LARGE-SCALE PROBABILISTIC FRAMEWORK FOR STRUCTURAL SAFETY MANAGEMENT OF HEALTH SERVICE NETWORKS IN A. Sandoli, T. Fierro, F. Santucci de Magistris, G. Fabbrocino | |||||||
10:00 - 10:15 | SEISMIC INTERACTION AND IMPROVED DESIGN METHOD OF SUBSTATION EQUIPMENT WITH MULTIPLE CONFIGURATIONS X. Fu, D. Guo | |||||||
MONITOR 8 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:11 | NUMERICAL AND EXPERIMENTAL TESTS OF A PREQUALIFIED CARBON NEUTRALITY DISMANTLE CONNECTION. J. Bae, S. Kim, Y. Kim, J. Doh, J. Oh, S. Park | |||||||
09:11 - 09:21 | NUMERICAL MODELLING OF REVERSIBLE CONNECTIONS BETWEEN BEAMS AND COLUMNS OF STEEL MODULAR BUILDINGS A. Palmiotta, A.F. Coniglio, M. D Amato, R. Gigliotti | |||||||
09:21 - 09:31 | ON THE EFFECT OF MODELING IN EVALUATING THE SEISMIC RESPONSE OF A STEEL MRF BUILDING M. Papamichelakis, G. Papagiannopoulos | |||||||
09:31 - 09:41 | OPTIMAL DESIGN FOR ENERGY DISSIPATION CAPACITY OF HIGH-STRENGTH STEEL BOLTED JOINTS F. Hu, Z. Wang | |||||||
09:41 - 09:51 | PRELIMINARY ASSESSMENT OF BIAXIAL BENDING EFFECTS ON CYCLIC DEFORMATION CAPACITY OF TUBULAR MEMBERS E. Cerqueira, C. Eshaghi, R. Peres, J.M. Castro | |||||||
09:51 - 10:01 | RECENT TRENDS IN THE SEISMIC DESIGN OF MARINE PIERS AND WHARVES SUPPORTED ON STEEL PIPE PILES C.E. Ospina | |||||||
10:01 - 10:11 | RESEARCH ON PLATE-REINFORCED JOINTS BETWEEN I-SHAPED BEAMS AND HIGH-STRENGTH STEEL BOX COLUMNS S. Jiang, G. Shi, N. Zhang, H. Zhao | |||||||
10:11 - 10:15 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:11 | RESPONSE REDUCTION EFFECTS OF VERTICAL BRACES ON BUILDINGS WITHOUT FOOTING BEAMS I. Wakisaka, K. Yamagishi | |||||||
09:11 - 09:21 | SCALE EFFECT ON LOW-CYCLE FATIGUE PERFORMANCE OF STEEL BEAM-END CONNECTION S. Mey, S. Kishiki | |||||||
09:21 - 09:31 | SEISMIC ENERGY DISSIPATION SYSTEM WITH U-SHAPED STEEL DAMPERS BASED ON SEESAW-ARM CONCEPT H. Tagawa, Y. Tea, X. Chen | |||||||
09:31 - 09:41 | SEISMIC EVALUATION COMPARISONS OF STEEL BUILDINGS BETWEEN MOMENT-RESISTING FRAMES AND BRACED FRAMES V. Boonyapinyo, N. Preethai, J. Junruang, P. Chomchuen | |||||||
09:41 - 09:51 | SEISMIC PERFORMANCE OF ELEVATED STEEL TANKS SUPPORTED ON CONCENTRICALLY BRACED FRAMES R. Nascimbene, G.A. Rassati | |||||||
09:51 - 10:01 | SEISMIC PERFORMANCE OF FRAMED STRUCTURE WITH EFFECTIVE S-DAMPER IN THE BRACE H. Hsu, W. Tseng | |||||||
10:01 - 10:11 | SEISMIC PERFORMANCE OF STEEL CBF BUILDINGS WITH SPACE-COMPACT BEAM-END VISCOELASTIC CONNECTORS L. Liao, Y. Xiang, G.Q. Li | |||||||
10:11 - 10:15 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:11 | SEISMIC RESPONSE AND DESIGN IMPLICATION OF BUILT-UP BATTENED COLUMNS A. Waheed, M. Vafaei, S. C Alih | |||||||
09:11 - 09:21 | SEISMIC RESPONSE CHARACTERISTICS OF SUBSTATION STEEL STRUCTURES SUPPORTING FLEXIBLE BUS CONDUCTORS S. Nagata, D. Takabatake, H. Sato | |||||||
09:21 - 09:31 | SPECIAL TRUSS MOMENT FRAMES: A SOLUTION FOR LONG-SPAN SEISMIC RESISTANT STRUCTURES S. Chao, C. Jiansinlapadamrong, K. Park, J. Hooper | |||||||
09:31 - 09:41 | NONLINEAR PERFORMANCE OF ALUMINIUM ALLOY MOMENT-RESISTING FRAME BUILDINGS S. Bakhshinezhad, E. Georgantzia, M.M. Kashani | |||||||
09:41 - 09:51 | THE POISSON EFFECT AT THE COLUMN END JOINTS RESTRAINED THE DEFORMATION H. Oda, T. Nakano | |||||||
09:51 - 10:01 | UTILIZING STEEL COLLARS TO ENHANCE DUCTILITY OF STEEL BRIDGE COLUMNS D. Downes, A. Palma Parra, V. Calderon, M. Kowalsky, J. Nau | |||||||
10:01 - 10:15 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
EXP4 - EVOLUTION OF EXPERIMENTAL TECHNIQUES IN EARTHQUAKE ENGINEERING AND EXPERIMENTAL DATA MANAGEMENT | Convenors: A. Pavese, N. Yoshiaki, J. Ramirez | ||||||||
09:00 - 09:15 | CASCADE CONTROL METHOD FOR CONDUCTING HYBRID SIMULATION WITH STIFF SPECIMENS S. You, X. Gao, B. Thoen, C. French, E. Cosgriff, P. Bergson | |||||||
09:15 - 09:30 | 9DOFS SEISMIC TESTING OF NON-STRUCTURAL COMPONENTS AND SYSTEMS UNDER FULL-SCALE FLOOR MOTIONS F. Dacarro, D. Bolognini, L. Grottoli | |||||||
09:30 - 09:45 | PRACTICAL APPLICATIONS OF A MOBILE LABORATORY FOR DYNAMIC TESTS ON STRUCTURAL SYSTEMS M. Furinghetti, D. Bolognini, F. Dacarro, A. Pavese | |||||||
09:45 - 10:00 | DAMPING PERFORMANCE EVALUATION OF A SEMI-ACTIVE CONTROLLED BASE-ISOLATION SYSTEM BY ARX MODEL Y. Sugiyama, M. Hashimoto, H. Fujitani, Y. Mukai | |||||||
10:00 - 10:15 | ANALYSIS AND OPTIMIZATION OF A HYBRID TESTING METHODOLOGY USING A SMALL-SCALE SET-UP G. van Vugt, J. Henriques, B. Vandoren, H. Degee | |||||||
MONITOR 12 | ||||||||
EXP4 - EVOLUTION OF EXPERIMENTAL TECHNIQUES IN EARTHQUAKE ENGINEERING AND EXPERIMENTAL DATA MANAGEMENT | Convenors: A. Pavese, N. Yoshiaki, J. Ramirez | ||||||||
09:00 - 09:15 | AN INNOVATIVE SHAKE TABLE TESTING METHODOLOGY FOR FLOOR ACCELERATION SIMULATION C. Li, C. Uang, R. Fleischman | |||||||
09:15 - 09:30 | NSBC FOR SHAKE TABLES WITH FREE-STANDING STRUCTURES WITH/WITHOUT CUSHION STOPPERS R. Enokida, K. Ikago, K. Kajiwara | |||||||
09:30 - 09:45 | SEISMIC ASSESSMENTS OF UNREINFORCED MASONRY BUILDINGS: A COMPREHENSIVE SHAKE-TABLE TEST DATABASE M. Haindl, K. Beyer, I.F.C. Smith | |||||||
09:45 - 10:00 | VIRTUAL HYBRID SIMULATION ON A UNIAXIAL SHAKE TABLE USING OPENFRESCO B. Changhode, S. Dhanvijay | |||||||
10:00 - 10:15 | EXPERIMENTAL TESTING FOR WIND ENGINEERING ENVIRONMENT AND ENERGY APPLICATIONS G. Bitsuamlak | |||||||
MONITOR 13 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
09:00 - 09:12 | EXPERIMENTAL STUDY ON DIRECTIONALITY OF HVSR OF EARTHQUAKE AND MICROTREMOR IN UJI, KYOTO, JAPAN Y.T. Chou, F. Nagashima, S. Matsushima | |||||||
09:12 - 09:24 | VS PROFILE AND HVSR SITE PERIODS DATABASE FOR SITE CHARACTERIZATION IN CHILE V. Contreras, M. Messina, F. Ruz, D. Mariano, J. Stewart | |||||||
09:24 - 09:36 | TIME VARIATION OF H/V IN URBAN ENVIRONMENTS: THE SPQR EXPERIMENT IN ROME (ITALY) G. Cultrera, A. Mercuri, M. Vassallo, A. Bobbio, G. Riccio, G. Di Giulio | |||||||
09:36 - 09:48 | TIME-VARYING FREQUENCY RESPONSE FUNCTION OF SITES Y. Dong, Q. Su, N. Zheng, F. Guo, X. Zhang | |||||||
09:48 - 10:00 | SESIMIC SITE CHARACTERIZATION BY HVSR APPROACH I. Gjorgjeska, V. Sheshov, J. Bojadjieva, K. Edip | |||||||
10:00 - 10:12 | INVESTIGATING THE VIABILITY OF LOW FREQUENCY MHVSR ESTIMATES USING DEEP SHEAR WAVE VELOCITY PROFILE T. Mai, C. Nweke, P. Wang, F. Ornelas | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
09:00 - 09:12 | RECONSTRUCTING SUBSOIL THROUGH MICROTREMOR MAPPING: STRATIGRAPHIC SIGNIFICANCE OF MHVSR MEASUREMENTS A. Di Martino, A. Amorosi, A. Yong | |||||||
09:12 - 09:24 | CHARACTERIZATION OF A SEDIMENTARY BASIN USING GEOPHYSICAL MEASUREMENTS: EXAMPLE OF THE MUGELLO BASIN C. Gelis, S. Hok, H. Jomard, H. Lyon-Caen, M. Lancieri, G. Corti, C. Antoun, V. Cuperlier, D. Mercerat, P. Langlaude, M. Pernoud, Y. Richet, A. Montabert, C. Giry, R. Yanez-Chura, E.M. Cushing, C. El Khoury | |||||||
09:24 - 09:36 | SITE RESPONSE INVESTIGATION IN SULAYMANIYAH CITY, KURDISTAN IRAQ BY MICROTREMOR MEASUREMENTS R. Ibrahim, P.L. Hasan, B.A. Saeed, H. Hashim, L. Omar, B. Salih, L. Abrahamczyk | |||||||
09:36 - 09:48 | PERFORMANCE OF CANONICAL CORRELATION IN DEVELOPING A HIGH-RESOLUTION SITE AMPLIFICATION MAP IN BASEL A. Imtiaz, F. Panzera, D. Fäh | |||||||
09:48 - 10:00 | SOIL AMPLIFICATION HAZARD MAP IN SAN SALVADOR'S DISTRICT 3, EL SALVADOR J.D. Giammattei Marmol, T. Sekiguchi | |||||||
10:00 - 10:12 | RELIABILITY OF LOW FREQUENCY MHVSR ORDINATES F. Ornelas, C. Nweke, C. de la Torre, P. Wang, T. Mai, B. Cox, S. Brandenberg, J. Stewart | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
09:00 - 09:12 | VELOCITY STRUCTURE IDENTIFICATION USING EARTHQUAKE RECORDS AT SEAFLOOR STATIONS OF S-NET F. Nagashima, Y.P. Dhakal, K. Nakano, H. Kawase | |||||||
09:12 - 09:24 | DETAILED SUBSURFACE STRUCTURE BASED ON FIELD OBSERVATION DATA IN DAMAGED AREAS OF WOODEN HOUSES T. Noguchi, I. Nishimura, T. Kagawa | |||||||
09:24 - 09:36 | ESTIMATING SITE AMPLIFICATION FACTOR FROM MICROTREMOR H/V SPECTRAL RATIO BY TRANSFER LEARNING D. Pan, H. Miura | |||||||
09:36 - 09:48 | LOCAL SITE INVESTIGATION ACROSS THE CARPATHIAN-PANNONIAN REGION A. Coman, E.F. Manea, C.O. Cioflan, E. Gyori | |||||||
09:48 - 10:00 | ON THE TIME-VARYING CHARACTERISTICS OF SITE DAMPING X. Zhang, Y. Dong, F. Guo, Q. Su, X. Xu | |||||||
10:00 - 10:12 | EFFECTS OF STRUCTURAL PARAMETERS OF TWO-DIMENSIONAL SEDIMENTARY VALLEYS ON SEISMIC RESPONSES H. Wang, S. Qiang, R. Wen, Y. Ren | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
09:00 - 09:12 | SATELLITE IMAGERY STRATEGIES FOR MAPPING SITE RESONANCE PERIODS AT FINE SPATIAL SCALE. V. Schindelholz, A. Cheaib, E. Maufroy, C. Cornou, E. Pathier, A. Schlupp | |||||||
09:12 - 09:24 | THE EFFECTS OF MULTIPLE IMPEDANCE CONTRASTS ON MHVSR AND OBSERVED GROUND SHAKING IN NEW ZEALAND A.C. Stolte, L.M. Wotherspoon, S. Jeong, E.F. Manea | |||||||
09:24 - 09:36 | BEDROCK DEPTH AND VELOCITY STRUCTURE OF KYOTO-NARA BASINS BY DENSE MICROTREMOR OBSERVATION M. Yoshimi, K. Asano, T. Iwata, H. Sekiguchi, T. Sugiyama, H. Nimiya | |||||||
09:36 - 09:48 | BUILDING A SITE-DATABASE FOR ENGINEERING APPLICATIONS IN ISRAEL E. Frucht, R. Kamai, G. Yagoda-Biran | |||||||
09:48 - 10:00 | ESTIMATION OF SPATIALLY VARIABLE SHEAR WAVE VELOCITY PROFILE AT HUALIEN LSST SITE Y. Chang, C. Tsai, L. Ge | |||||||
10:00 - 10:12 | MICROTREMOR WINDOW SELECTION BASED ON MATRIX PROFILE L. Shi, G. Zheng, K. Gao, D. Kong | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 17 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
09:00 - 09:09 | GENERATING SYNTHETIC ACCELEROGRAMS VIA AN IMPROVED KANAI-TAJIMI MODEL E.P. Duque Yaguache, J.A. Inaudi | |||||||
09:09 - 09:18 | EFFICIENT CALCULATION FOR GROUND MOTIONS CONSIDERING UNCERTAINTIES IN SEISMIC SOURCE CHARACTERISTICS M. Nishimoto, Y. Yamamoto, S. Igarashi, Y. Uchiyama, T. Itoi | |||||||
09:18 - 09:27 | COUPLING SITE-CITY INTERACTION EFFECTS IN 3D PHYSICS-BASED SIMULATIONS: A CASE STUDY IN THE KUMAMOTO S. Sangaraju, R. Paolucci | |||||||
09:27 - 09:36 | COMPARING 1D/3D GROUND MOTION SIMULATIONS FOR EARTHQUAKES IN CENTRAL ITALY P. Artale Harris, A. Pitarka, A. Akinci | |||||||
09:36 - 09:45 | AN ALTERNATIVE APPROACH TO MODEL EARTHQUAKE GROUND MOTION IN LATERALLY INHOMOGENEOUS LAYERED MEDIUM J. Basu, B. Shree Rashmi, S.T.G. Raghukanth | |||||||
09:45 - 09:54 | BROADBAND GROUND MOTIONS FROM PHYSICS-BASED SIMULATION AND EMBEDDING-INTERPOLATION MACHINE LEARNING T. Okazaki, A. Iwaki, T. Maeda, H. Fujiwara, N. Ueda | |||||||
09:54 - 10:03 | EFFECT OF RESERVOIR ON SEISMIC GROUND-MOTIONS J. Yedulla, R. Stg | |||||||
10:03 - 10:12 | GENERATION OF SYNTHETIC GROUND MOTIONS FOR GEOTHERMALLY INDUCED EARTHQUAKES A. Kumawat, S. Keil, F. Taddei, G. Müller | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 18 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
09:00 - 09:09 | CONSTRUCTION AND VALIDATION OF A SIMULATED GROUND MOTION DATASET FOR TURKEY A. Altindal, A. Askan | |||||||
09:09 - 09:18 | BROADBAND GROUND MOTION MODEL BASED ON THE FULL PHYSICS OF WAVE PROPAGATION FOR THE KOREAN PENINSULA L.A. Dalguer, S.G. Song | |||||||
09:18 - 09:27 | CONSTRAINING LARGE MAGNITUDE EVENT SOURCE AND PATH EFFECTS USING GROUND MOTION SIMULATIONS X. Meng, R. Graves, C. Goulet, G. Parker | |||||||
09:27 - 09:36 | 3D FINITE-ELEMENT GROUND MOTION SIMULATION ENHANCED WITH HIGH-PERFORMANCE COMPUTING K. Fujita, T. Ichimura, M. Hori, L. Maddegedara | |||||||
09:36 - 09:45 | ALEATORY VARIABILITY AND EPISTEMIC UNCERTAINTY FOR UTILIZATION OF SIMULATIONS IN PSHA I. Liou, N. Abrahamson | |||||||
09:45 - 09:54 | SEISMIC SOURCE CHARACTERIZATION FOR PROBABILISTIC AND SCENARIO SEISMIC HAZARD ANALYSIS IN JAPAN H. Miyake, N. Morikawa | |||||||
09:54 - 10:03 | EVALUATION OF SECONDARY FAULT OCCURRENCE BY KINEMATIC GROUND MOTION ANALYSIS USING PARALLEL FEM K. Haba, M. Sawada, K. Watanabe, M. Hori | |||||||
10:03 - 10:12 | ASPECTS REGARDING SITE RESPONSE ANALYSIS CONSIDERING INDUCED SEISMICITY IN THE MUNICH REGION A. Csuka, S. Keil, S. Yuan, S. Vogt, R. Cudmani, J. Wassermann | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
09:00 - 09:09 | A NOVEL FREQUENCY-WAVENUMBER METHOD FOR THE MARINE GREEN'S FUNCTION S. Chen, J. Shen | |||||||
09:09 - 09:18 | ESTIMATION OF RUPTURE PROCESS OF THE 2023 NOTO, JAPAN, EARTHQUAKE USING STRONG MOTION RECORDS S. Yoshida, K. Miyakoshi, T. Kagawa, K. Tsuda | |||||||
09:18 - 09:27 | CONTINUOUS WAVELET TRANSFORM-BASED STOCHASTIC MODEL FOR THE GENERATION OF ARTIFICIAL ACCELEROGRAMS H. Yanni, M. Fragiadakis | |||||||
09:27 - 09:36 | EARTHQUAKE GROUND MOTION PREDICTION MODEL FOR SOUTHWEST IBERIA A. Taherian, V. Silva, P. Kalakonas, R. Vicente | |||||||
09:36 - 09:45 | PRACTICAL IMPLEMENTATION OF HYBRID GROUND MOTION SIMULATION IN SOUTH KOREA S. Jeong, J. Kim, S.E. Bae, B.A. Bradley | |||||||
09:45 - 09:54 | MULTISCALE FINITE ELEMENT ANALYSIS FOR EVALUATING SURFACE FAULT DISPLACEMENT AND GROUND MOTION M. Sawada, K. Haba, K. Fujita, T. Ichimura, M. Hori | |||||||
09:54 - 10:03 | EXTENDED FINITE-FAULT GROUND MOTION MODELING FRAMEWORK: SENSITIVITY ANALYSIS AND OPTIMISATION OF STRESS DROP AND KAPPA PARAMETER Omkar, S. Sharma, S. Bora, U. Mannu | |||||||
10:03 - 10:12 | HIGH-PROBABILITY HORIZONTAL GROUND MOTION SIMULATION CONSIDERING SOURCE PARAMETER UNCERTAINTY Z. Li, Z. Ji, H. Miyake, J. Sun, M. Gao, Y. Ding | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
09:00 - 09:10 | EXPERIMENTAL STUDY OF A NOVEL ROTATIONAL NONLINEAR ENERGY SINK WITH INTERNAL IMPACTS Y. Zheng, J. Wang, X. Xiang | |||||||
09:10 - 09:20 | ASSESSMENT OF A BENCHMARK MULTI-STOREY BUILDING WITH NONLINEAR ISOLATED ROOFTOP TUNED MASS DAMPER INERTER FOR FAR-FIELD AND NEAR-FAULT GROUND MOTIONS K. Rajana, A. Giaralis | |||||||
09:20 - 09:30 | PASSIVE CONTROL OF STEP-BACK STRUCTURES USING ALUMINUM SHEAR YIELDING DAMPERS D.C. Rai, S. Dube, P. Chugh | |||||||
09:30 - 09:40 | DAMAGE CONTROL AND STRUCTURAL RESILIENCE ENHANCEMENT OF STEEL SHEAR WALLS USING VISCOPLASTIC DAMPERS R. Soltanabadi, H. Hojat Jalali, A. Mamazizi, M. Ahmed | |||||||
09:40 - 09:50 | COMPARISONS BETWEEN EXPERIMENTAL AND NUMERICAL RESULTS OF A U-SHAPED DISSIPATIVE DEVICE. A.F. Coniglio, A. Palmiotta, M. D Amato, R. Gigliotti | |||||||
09:50 - 10:00 | A NEW ROCKING WALL CONFIGURATION WITH SELF-CENTRING FRICTION DAMPERS F. Mohammadi Darani | |||||||
10:00 - 10:10 | CYCLIC PERFORMANCE OF RC FRAMES WITH METALLIC DAMPERS M. Bajaj, P. Agarwal | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
09:00 - 09:10 | TESTS ON THE DAMAGE CONTROL STRUCTURE OF THE STEEL FRAME-SEPARATED LOW YIELD POINT STEEL PLATE WALL J. Tian, B. Wang, Y. Guan, W. Huang, J. Lu, X. Pan, C. Chen, Z. Liu | |||||||
09:10 - 09:20 | OPTIMISATION STUDY OF PASSIVE ENERGY DISSIPATOR CONFIGURATION SUITABLE FOR HYBRID PT SHEAR WALL F.A.Q. Syed, S. Tiwari, S.R. Dash, G. Mondal | |||||||
09:20 - 09:30 | MULTI-CRITERIA RISK-BASED DESIGN OF SEISMIC PROTECTIVE DEVICES FOR HYSTERETIC STRUCTURES P. Toofani Movaghar, A. Taflanidis, A. Giaralis, D. Vamvatsikos | |||||||
09:30 - 09:40 | PASSIVE CONTROL OF BUILDING FRAMES BY MEANS OF LIQUID DAMPERS WITH FLUID INERTIA EFFECT N. Funaki, T. Hatanaka, T. Fujita, K. Kojima, T. Takahashi, T. Hanawa, A. Tora | |||||||
09:40 - 09:50 | REPLACEABLE INVERTED-Y DISSIPATION DEVICE IN ECCENTRIC BRACED FRAME (EBF) STEEL STRUCTURES N. Pratiwi, M. Moestopo, D. Kusumastuti, M. Suarjana | |||||||
09:50 - 10:00 | EFFECTS OF THE ULTIMATE FAILURE MODE OF ISOLATED BRIDGES ON THE CONNECTIVITY OF ROAD NETWORKS H. Matsuzaki | |||||||
10:00 - 10:10 | SEISMIC ENERGY DISSIPATION DEVICES CONSISTING OF A STEEL BRACING WITH ENERGY DISSIPATING FUSES S. Chun, M. Javidan, J. Kim | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
IDD5 - APPLICATION OF SEISMIC ISOLATION IN NEW AND EXISTING BRIDGES: THEORETICAL AND PRACTICAL ISSUES | Convenors: P. Clemente, G. Benzoni, A. Dall’Asta | ||||||||
09:00 - 09:15 | SEISMIC DESIGN OF NEW VIADUCTS IN ITALY WITH ISOLATION: A DBD VS FBD COMPARISON RESULTS C. Beltrami, M. Vittone, R. Salomone, A. Agrawal | |||||||
09:15 - 09:30 | LAMBDA-FACTORS UPDATING FOR SEISMIC ANALYSIS AND DESIGN OF BASE-ISOLATED BRIDGES F. Micozzi, F. Scozzese, L. Ragni, A. Dall Asta | |||||||
09:30 - 09:45 | PROBABILISTIC SEISMIC RESIDUAL DISPLACEMENT ESTIMATION FOR UNBONDED RUBBER-BEARING SUPPORTED HIGHWAY L. Zhou, X. Wu, A. Ye, M. Alam | |||||||
09:45 - 10:00 | SHAKE TABLE TESTS ON A SCALED BRIDGE SPAN PROTECTED WITH DIFFERENT ISOLATION SYSTEMS C. Ormando, P. Clemente, I. Roselli, F. Saitta, G. Buffarini, V. Fioriti, A. Cataldo, A. Colucci, M. Baldini, A. Picca, C. Castino, A.M. Cicalese, P. Bellucci, F. Ciarallo, D. Esposito, P. Tortolini, L. Righetti | |||||||
10:00 - 10:15 | COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF FPS ISOLATORS IN RC BRIDGES: DIFFERENT DESIGN CONCEPTS G. Shid, M.R. Shiravand, S. Mahboubi | |||||||
MONITOR 23 | ||||||||
IDD5 - APPLICATION OF SEISMIC ISOLATION IN NEW AND EXISTING BRIDGES: THEORETICAL AND PRACTICAL ISSUES | Convenors: P. Clemente, G. Benzoni, A. Dall’Asta | ||||||||
09:00 - 09:15 | PHILOLOGICAL APPROACH IN RETROFITTING AN EXISTING MAILLART-ARCH-TYPE BRIDGE: A CASE STUDY L.G. Guidi, A. De Luca | |||||||
09:15 - 09:30 | CYCLIC LOADING TESTS OF CONCRETE MASONRY PIERS WITH ANNULAR DOUBLE SLIDING ISOLATOR S. Feng, M. Akiyama, M. Yajima, S. Usui, S. Hikita, H. Takahashi, R. Honda | |||||||
09:30 - 09:45 | ANALYTICAL INVESTIGATION ON PERFORMANCE DETERIORATION OF RUBBER BEARINGS DAMAGED BY EARTHQUAKES Y. Kishi, H. Nakao | |||||||
09:45 - 10:00 | SEISMIC RETROFIT OF A 50- YEAR OLD BRIDGE IN LIMA WITH ISOLATORS: OPPORTUNITIES AND DIFFICULTIES J. Herrera, E. Sueldo | |||||||
10:00 - 10:15 | EXPERIMENTAL STUDY ON A CURVED BRIDGE USING SLIDING ISOLATORS WITH VARIABLE CURVATURE T.Y. Lee, L.Y. Lu, J.X. Huang, W.L. Ho | |||||||
MONITOR 24 | ||||||||
RES12 - PATHWAYS OF CONNECTING EARTHQUAKE ENGINEERING AND COMMUNITY RESILIENCE FOR POLICY ACTION | Convenors: S. Derakhshan, H. Burton, C. Huyck | ||||||||
09:00 - 09:15 | MODELING POST-DISASTER RESIDENTIAL MOBILITY CONSIDERING HUMAN CAPABILITIES T. Tseng, N. Blagojevic, B. Stojadinovic | |||||||
09:15 - 09:30 | CITIZENS OBSERVATORIES: A TOOL TO IMPROVE GEOHAZARDS RISK MANAGEMENT AND COMMUNITY RESILIENCE M.L. Sousa, J. Carreto, D. Sousa e Silva, A.J. Roque, J. Bile Serra, L. Caldeira, F.T. Jeremias, R. Ramos | |||||||
09:30 - 09:45 | INFRASTRUCTURE PLANNING EMERGENCY LEVELS OF SERVICE FOR THE WELLINGTON REGION, AOTEAROA NEW ZEALAND R. Mowll, J. Becker, L. Wotherspoon, D. Johnston, C. Stewart, D. Neely, A. Makhija | |||||||
09:45 - 10:00 | ACCOUNTING FOR BOTH PHYSICAL AND SOCIAL VULNERABILITIES IN SEISMIC RISK ASSESSMENT AND MITIGATION G. Tocchi, G. Cremen, C. Galasso, M. Polese | |||||||
10:00 - 10:15 | LARGE SHELTER BUILDING PERFORMANCE AND OPERATOR TRAINING TO IMPROVE LOCAL COMMUNITY RESILIENCE K. Hirata, T. Ishikawa, Y. Furukawa, A. Murata, H. Notake, S. Nambu, N. Ikutomi | |||||||
MONITOR 25 | ||||||||
RES12 - PATHWAYS OF CONNECTING EARTHQUAKE ENGINEERING AND COMMUNITY RESILIENCE FOR POLICY ACTION | Convenors: S. Derakhshan, H. Burton, C. Huyck | ||||||||
09:00 - 09:15 | RESIDENCE DECISION-MAKING DURING THE GREAT EAST JAPAN EARTHQUAKE N. Imura, T. Ishikawa | |||||||
09:15 - 09:30 | THE RESIST PROGRAMME: LISBON STRATEGY FOR SEISMIC RESILIENCE C. Pinto, P. Pacheco, M. Ferreira, C. Pousada, C. Ferreira, M. Inacio | |||||||
09:30 - 09:45 | POST-EARTHQUAKE COMMUNITY-LEVEL RISK AND SOCIOECONOMIC CONSEQUENCE ANALYSIS R.K. Mazumder, S. Rana, X. Wang, M.A. Ansary, Y. Li | |||||||
09:45 - 10:00 | IMPACT OF SEISMIC SCENARIOS AND BUILDING DAMAGE ON ACCESS TO EMERGENCY SERVICES IN VULNERABLE GROUPS A. Vasquez, P. Aguirre | |||||||
10:00 - 10:15 | PREPAREDNESS TO RECONSTRUCTION: HOW HIMALAYAN RURAL COMMUNITY DECIDES M. Mukherjee, S. Goyal, S. Chouhan, A. Thieken | |||||||
MONITOR 26 | ||||||||
SDM3 - CHALLENGES IN THE BEHAVIOR, MODELING, ANALYSIS, AND DESIGN OF SELF-CENTERING STRUCTURAL SYSTEMS | Convenor: A. Belleri | ||||||||
09:00 - 09:12 | A NEW EXPERIMENTAL SETUP TO EXPLORE THE DYNAMICS OF UNANCHORED FLEXIBLE ROCKING OSCILLATORS H. Zhu, Z. Zhang, M. Chatzis, S. Acikgoz | |||||||
09:12 - 09:24 | EXPERIMENTAL STUDY ON THE EFFECT OF DAMAGE-INDUCING SLITS IN RC BEAMS USING SUPER ELASTIC ALLOYS Y. Fujita, H. Fukai, Y. Iwashima, Y. Suzuki, Y. Taniguchi | |||||||
09:24 - 09:36 | DESIGN PROCEDURES AND GUIDELINES OF NOVEL SELF-CENTERING CONCENTRICALLY BRACED STEEL FRAME SYSTEMS H. Alwahsh, S. Salawdeh, J. Yadong, J. Goggins | |||||||
09:36 - 09:48 | NUMERICAL MODELLING OF A NOVEL SELF-CENTRING CONCENTRICALLY BRACED FRAME UNDER SEISMIC EXCITATION H. Alwahsh, S. Salawdeh, J. Yadong, J. Goggins | |||||||
09:48 - 10:00 | EXPERIMENTAL OF SELF-CENTERING UNBONDED POST-TENSIONED PRECAST BEAM-COLUMN CONNECTIONS WITH BRKBS T. Komvijit, A. Chaisanit, E. Yooprasertchai, S. Leelataviwat | |||||||
10:00 - 10:12 | EFFECT OF SOIL-STRUCTURE INTERACTION ON THE DYNAMIC BEHAVIOR OF ROCKING WALL STRUCTURES M.I. Qureshi, J.D. Dolan | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 27 | ||||||||
SDM3 - CHALLENGES IN THE BEHAVIOR, MODELING, ANALYSIS, AND DESIGN OF SELF-CENTERING STRUCTURAL SYSTEMS | Convenor: O. Lavan | ||||||||
09:00 - 09:12 | SIMULATION AND OPTIMIZATION OF MOMENT-RESISTING FRAMES WITH SELF-CENTERING CONNECTIONS O. Idels, O. Lavan | |||||||
09:12 - 09:24 | CALIBRATING SPRING PARAMETERS FOR SIMULATING GAP OPENING IN A BASE ROCKING STEEL BRIDGE PIER F. Hossain, S. Alam, R. Tremblay, A. Rahmzadeh | |||||||
09:24 - 09:36 | EFFECT OF GROUND MOTION DURATION ON PERFORMANCE EVALUATION FOR SELF-CENTERING SHEAR WALLS G. Song | |||||||
09:36 - 09:48 | NUMERICAL MODELLING AND EXPERIMENTAL PLAN OF FLANGED POST-TENSIONING WALLS Q. Yang, Y. Lu, Y. Zhou | |||||||
09:48 - 10:00 | RELIABILITY-BASED STUDY OF RC BASE-ROCKING WALLS USING EQUIVALENT SDOF MODELS A. Jafari, Y. Zhou, E. Mohammadi Dehcheshmeh, H. Varaee | |||||||
10:00 - 10:12 | NUMERICAL STUDY ON THE STRUCTURAL BEHAVIOR OF MODULAR BUILDINGS WITH WEAK INTER-MODULE CONNECTIONS J. Chen, S. Zhang | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 28 | ||||||||
SDM3 - CHALLENGES IN THE BEHAVIOR, MODELING, ANALYSIS, AND DESIGN OF SELF-CENTERING STRUCTURAL SYSTEMS | Convenor: M. Nazari | ||||||||
09:00 - 09:12 | PARAMETRIC STUDY OF NOVEL SELF-CENTRING CONCENTRICALLY BRACED FRAME SYSTEM B. Petreski, I. Gjorgjiev, A. Zhurovski | |||||||
09:12 - 09:24 | OPTIMAL NUMBER AND POSITION OF SCBS IN PARTIAL SC BRACED FRAMES R. Zhang, W. Wang | |||||||
09:24 - 09:36 | SEISMIC BEHAVIOUR OF BEAM-COLUMN JOINTS REINFORCED WITH FE-BASED SHAPE MEMORY ALLOY BARS M. Eswar, A. Chourasia, S. Singhal, P.K. Ramancharla | |||||||
09:36 - 09:48 | SEISMIC ASSESSMENT OF SELF-CENTERING PIERS IN RC BRIDGES WITH SUBSTRUCTURE IRREGULARITY S. Rassoulpour, M.R. Shiravand | |||||||
09:48 - 10:00 | SEISMIC RETROFIT OF REINFORCED CONCRETE SHEAR WALLS USING A BASE CUT AND SELF-CENTERINGG S. Basereh, P. Okumus, S. Aaleti | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 29 | ||||||||
SHR7 - WHEN SCIENCE MEETS INDUSTRY: ADVANCES IN ENGINEERING SEISMOLOGY STEMMING FROM ENGINEERING PRACTICE | Convenors: O.-J. Ktenidou, D. Asimaki, H. Miyake | ||||||||
09:00 - 09:10 | CHALLENGES IN SITE-SPECIFIC SEISMIC HAZARD ANALYSES FOR MINING FACILITIES I. Wong, B. Gray, Q. Wu, N. Lewandowski, R. Givler, R. Darragh, A. Bubeck, A. Zandieh, N. Yenihayat | |||||||
09:10 - 09:20 | DENSE ARRAY OBSERVATION AND DEEP BOREHOLE OBSERVATIONS IN KASHIWAZAKI-KARIWA NUCLEAR POWER STATION T. Uetake, K. Hikima, A. Shimmura, M. Fujioka | |||||||
09:20 - 09:30 | SEISMIC DESIGN FOR OFFSHORE WIND FARMS: CURRENT PRACTICES AND OPEN CHALLENGES F. Ioele, E. Schiappapietra, P. Poggi, C. Smerzini, M. Molinari, M. Cademartori | |||||||
09:30 - 09:40 | RAPIDNESS AND ACCURACY OF THE P-WAVE EEW METHOD APPLIED TO THE 2004 MID NIIGATA PREF. EARTHQUAKE M. Moriwaki, S. Tsuno, M. Korenaga | |||||||
09:40 - 09:50 | PROBABILISTIC SEISMIC HAZARD ASSESSMENT FOR THE WESTERN SAUDI ARABIA A. Skarlatoudis, H.K. Thio, B. Ozsoy, M. Dober, P. Somerville | |||||||
09:50 - 10:00 | SEARCHING FOR KAPPA IN THE UK AND THE US USING NOISE MODELLING O. Ktenidou, E. Pikoulis, G. Aldama-Bustos, R. Darragh, W. Silva | |||||||
10:00 - 10:10 | ADVANCING SITE-SPECIFIC SEISMIC HAZARD ANALYSES IN SOUTHERN AFRICA I. Wong, N. Lewandowski, A. Zandieh, B. Gray, Q. Wu, R. Darragh, N. Yenihayat | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 30 | ||||||||
SHR7 - WHEN SCIENCE MEETS INDUSTRY: ADVANCES IN ENGINEERING SEISMOLOGY STEMMING FROM ENGINEERING PRACTICE | Convenors: O.-J. Ktenidou, D. Asimaki, H. Miyake | ||||||||
09:00 - 09:10 | EVALUATING GROUND MOTION MODELS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSES IN SOUTHERN AFRICA Q. Wu, I. Wong, N. Lewandowski, A. Zandieh, R. Chase | |||||||
09:10 - 09:20 | COMPARISON OF SEISMIC HAZARD MODELS FOR SOUTH-EASTERN FRANCE K. Hashemi, S. Maharjan, G. Ameri, C. Martin, Y. Benjelloun, A. Poujol, D. Baumont | |||||||
09:20 - 09:30 | ESTIMATES OF HIGH FREQUENCY ATTENUATION (KAPPA) IN THE NORTH SEA B. Carlton, O. Ktenidou | |||||||
09:30 - 09:40 | REGIONALIZED EARTHQUAKE SOURCE MODELS OF SUBDUCTION INTERFACE EARTHQUAKES A. Skarlatoudis, H.K. Thio, P. Somerville | |||||||
09:40 - 09:50 | SHAKEMAPNZ: AUTOMATIC GENERATION OF NEAR-REAL TIME GROUND SHAKING MAPS IN NEW ZEALAND T. Goded, N. Horspool, A. Kaiser, M. Chadwick, D. Charlton, J. Houltham, J. Groom, S. Harvey, E. Abbott, J. Hanson, J. Andrews, B. Fry | |||||||
09:50 - 10:00 | STRONG GROUND MOTION DATABASE AT EARTHQUAKE RESEARCH INSTITUTE OF THE UNIVERSITY OF TOKYO H. Miyake, T. Furumura, K. Miyakawa, M. Ando, M. Uehara, H. Tsuruoka | |||||||
10:00 - 10:15 | DISCUSSION |
THURSDAY | 10:30 - 11:45 |
SPACE 1 | ||||||||
SDM8/9 - THEORY, MEASUREMENT AND MODELLING OF DAMPING FOR SEISMIC RESPONSE ANALYSIS OF LARGE-SCALE STRUCTURES | Convenors: C.-L. Lee, A. Puthanpurayil, A. Carr, M. Kowalsky, J. Restrepo | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:39 | ELEMENTAL DAMPING MODELS: A NEW PARADIGM FOR MODELLING DAMPING IN NONLINEAR DYNAMIC ANALYSIS A. J. Carr, A. M. Puthanpurayil | |||||||
10:39 - 10:47 | INHERENT DAMPING DURING NONLINEAR SEISMIC RESPONSE D. Bernal | |||||||
10:47 - 10:55 | MODELING VISCOUS DAMPING IN NONLINEAR RESPONSE HISTORY ANALYSIS OF STEEL MOMENT-FRAME BUILDINGS X. Qian, A.K. Chopra, F. McKenna | |||||||
10:55 - 11:03 | INFLUENCE OF DIFFERENT DAMPING MODELS ON NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES Y. Tian, Y. Huang, X. Lu | |||||||
11:03 - 11:11 | FREQUENCY INDEPENDENT DAMPING MODELS FOR LARGE SCALE FE ANALYSIS—PART 1: DAMPING MODEL COMPARISON N. Nakamura, Y. Mogi, A. Ota, K. Nabeshima | |||||||
11:11 - 11:19 | BAND-LIMITED CONSTANT LOSS STIFFNESS MODELS FOR THE CONTROL OF SEISMICALLY ISOLATED STRUCTURES K. Ikago, S. Kezuka, B. Wang, R. Xie | |||||||
11:19 - 11:27 | CAN DAMPING MATRIX DEPEND ON ELEMENTAL OR MATERIAL RESPONSE STATE? C. Lee | |||||||
11:27 - 11:45 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:39 | USING SMAS TO ACHIEVE HIGH-PERFORMANCE SEISMIC-RESISTING SEGMENTAL COLUMN Z. Chen, S. Zhu, L. Zhang | |||||||
10:39 - 10:46 | SIMPLE EVALUATION METHOD FOR THERMAL-MECHANICAL COUPLED BEHAVIOR OF MULTI-CORE LEAD-RUBBER BEARINGS T. Wake, M. Kikuchi, K. Ishii | |||||||
10:46 - 10:53 | SEISMIC RETROFIT OF EXISTING HOSPITAL STRUCTURES USING EXTERNALLY CONNECTED VISCOUS DAMPERS W.C. Lin, C.H. Yu, S.J. Wang, J.S. Hwang, S.K. Peng | |||||||
10:53 - 11:00 | EXPERIMENTAL STUDY ON PREFABRICATED PRESTRESSED CONCRETE BEAM-COLUMN JOINT Z. Gong, J. Zhang, C. Wang | |||||||
11:00 - 11:07 | DEVELOPMENT OF A MECHANICAL MODEL FOR HIGH-DAMPING RUBBER CONSIDERING EACH DEPENDENCIES Y. Igarashi, H. Kajikawa, H. Ogawa, C. Yan | |||||||
11:07 - 11:14 | SEISMIC PERFORMANCE ENHANCEMENT OF STEEL FRAME WITH HYBRID SELF-CENTERING BRACE UNDER RARE EVENTS F. Shi, W. Yuan, F. Ren, Y. Zhou, C. Zhang, O. Ozbulut | |||||||
11:14 - 11:21 | RESTORING FORCE MODELS OF RC STRUCTURE WITH ADDITIONAL PURE ENERGY DISSIPATION Z. Yang, H. Dong, X. Du, J. Wu | |||||||
11:21 - 11:28 | SEISMIC PERFORMANCE OF BUILDING STRUCTURES INSTALLED WITH INERTER-ENHANCED BISTABLE NONLINEAR ENERGY W.Y. Huang, H.J. Jiang | |||||||
11:28 - 11:35 | RESIDUAL DRIFT ASSESSMENT OF STEEL FRAMES EQUIPPED WITH INERTER DEVICES F. Zahra, C. Málaga-Chuquitaype | |||||||
11:35 - 11:42 | SEISMIC PERFORMANCE OF PSPC BEAM-CECFST COLUMN FRAME INSTALLED WITH NOVEL STEEL PANEL DAMPERS Y. Lin, D. Guan, Z. Guo, S. Yang | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | PHYSICS-BASED GROUND MOTION SIMULATIONS AS A TOOL FOR EARTHQUAKE ENGINEERING J. Baker | |||||||
10:45 - 10:57 | DEVELOPING INTERNATIONAL STANDARDS AND GUIDELINES FOR DISSEMINATING AND VALIDATING SIMULATED MOTIONS A. Askan, B. Aagaard, S. Rezaeian, S.K. Ahdi, A. Yong | |||||||
10:57 - 11:09 | SIMULATED GROUND MOTION RECORDS FOR THE SEISMIC ASSESSMENT OF MONUMENTAL MASONRY STRUCTURES S. Karimzadeh, M.F. Funari, S. Szabó, S.M.S. Hussaini, S. Rezaeian, P.B. Lourenço | |||||||
11:09 - 11:21 | CHALLENGES IN DIFFERENTIATING P AND SV WAVES WITHIN VERTICAL GROUND MOTIONS USING 3D SIMULATIONS R. Kamai, M. Frid | |||||||
11:21 - 11:33 | DYNAMIC RUPTURE SIMULATION OF THE EFFECT OF SEDIMENTARY LAYERS ON FAULT RUPTURE A. Nakatsuji, H. Goto | |||||||
11:33 - 11:45 | FROM SEISMOLOGY RESEARCH TO ENGINEERING PRACTICE: ADVANCES AND CHALLENGES IN EARTHQUAKE SIMULATIONS F. Petrone | |||||||
BROWN 2 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:40 | INSIGHT INTO THE DAMAGE OF HIGH-RISE BUILDINGS IN NEPAL USING FIELD DATA AND NONLINEAR TIME-HISTORY ANALYSES S. Bose, A. Stavridis | |||||||
10:40 - 10:50 | HEAVY DAMAGE TO INFILLS IN FEBRUARY 2023 KAHRAMANMARAS EARTHQUAKES: REASONS AND POTENTIAL SOLUTION M. Marinkovic, C. Butenweg | |||||||
10:50 - 11:00 | OOP RESPONSE OF URM INFILLS. A STATE-OF-THE-ART REVIEW FROM SEISMIC TO MULTI-RISK ASSESSMENT M. Di Domenico, P. Ricci, G.M. Verderame | |||||||
11:00 - 11:10 | ANALYTICAL MODEL TO PREDICT THE OUT-OF-PLANE RESPONSE OF MASONRY INFILL WALLS M. Gaspari, S. Mozzon, M. Donà, N. Verlato, F. da Porto | |||||||
11:10 - 11:20 | ISSUES OF IP-OP INTERACTION FOR SEISMIC FRAGILITY ESTIMATION OF MASONRY INFILLS IN RC FRAMES M.Y. Anwar, E. Brunesi, S. Peloso | |||||||
11:20 - 11:30 | INVESTIGATION ON THE LOCAL SHEAR INTERACTION IN INFILLED RC FRAMES USING DIGITAL IMAGE CORRELATION C. Del Gaudio, M.T. De Risi, G.M. Verderame | |||||||
11:30 - 11:40 | OUT-OF-PLANE STRENGTHENING OF INFILL WALLS AND GLOBAL SEISMIC RESPONSE OF RC-FRAMED STRUCTURES A. Batignani, G. Menichini, M. Orlando, L. Salvatori, P. Spinelli | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 1 | ||||||||
CMS13 - SHEAR CRITICAL CONCRETE STRUCTURES SUBJECTED TO SEISMIC LOADS: BEHAVIOR, ASSESSMENT AND RETROFIT | Convenors: G. Proestos, P.M. Calvi | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE ELEMENTS SUBJECTED TO LOAD REVERSALS J. Castano, F. Vecchio, A. Ferche | |||||||
10:45 - 10:58 | KINEMATICS-BASED MODELLING OF THE CYCLIC BEHAVIOUR OF DEEP SHEAR-CRITICAL RC MEMBERS B. Mihaylov | |||||||
10:58 - 11:08 | DISCRETE MODELING OF REINFORCED CONCRETE CRACK INTERFACES: A CRACK-BASED ASSESSMENT PERSPECTIVE W. Galik, P. Calvi, G. Andreotti | |||||||
11:08 - 11:18 | PREDICTING CYCLIC SHEAR STRENGTH DEGRADATION IN RC USING THE GENERAL CRACK COMPONENT MODEL D. Ruggiero, E. Merhi | |||||||
11:18 - 11:28 | SHEAR FORCES DEVELOPED ON EXTERNAL SOCKET CONNECTIONS UNDER SEISMIC LOADS J.A. Samayoa, G.T. Proestos, M.J. Kowalsky | |||||||
11:28 - 11:38 | CYCLIC AND HYBRID TESTS ON REAL-SCALE RC SHEAR WALLS: TRANSITION BETWEEN SHEAR AND SLIDING FAILURES D. Pizarro, M. Kovarbasic, B. Stojadinovic | |||||||
11:38 - 11:48 | DEFORMATION CAPACITY OF SHEAR-FAILING REINFORCED CONCRETE COLUMNS T. Nakamura, N. Tomiyta, Y. Shoji, S. Ito | |||||||
AMBER 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
10:30 - 10:42 | MACHINE LEARNING FOR EXTRACTING CAUSAL INFORMATION USING DATA FROM DISPARATE STRUCTURAL EXPERIMENTS A. Nanda, H.V. Burton | |||||||
10:42 - 10:54 | SEISMIC LOSS ASSESSMENT OF STEEL RESIDENTIAL BUILDINGS IN IRAN USING MACHINE LEARNING TECHNIQUES S. Ghashghaee, M. Tabatabaei, Z. Monir Vaghefi, B. Asgarian | |||||||
10:54 - 11:06 | RESEARCH ON THE DAMAGE LEVEL PREDICTION OF MEGA-SUB ISOLATION SYSTEM BASED ON MACHINE LEARNING X. Li, X. Song, Y. Li, X. Li, A. Liu | |||||||
11:06 - 11:18 | A NEURAL NETWORK-BASED COMPUTATIONAL PLATFORM FOR SEISMIC PERFORMANCE ASSESSMENT OF STRUCTURES M. Zaker Esteghamati, S. Baddipalli, A. Montazeri Namin, M. Hassan Ahmed | |||||||
11:18 - 11:30 | PROGNOSTIC MODELING OF SEISMIC FAILURE FOR RC BRIDGE COLUMNS LEVERAGING DEEP GENERATIVE LEARNING T. Wu, R. Wu, P. Wang, T. Lin, K. Chang | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
AMBER 3 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:40 | AN ULTIMATE CHOICE BETWEEN THE SHAKING TABLE AND ACTUATOR-LOADING TESTS FOR ADVANCING SEISMIC DESIGN M. Nakashima, M. Kurata, K. Hayashi | |||||||
10:40 - 10:49 | EUROPEAN LABORATORY FOR STRUCTURAL ASSESSMENT: 30 YEARS OF COLLABORATIVE RESEARCH G. Tsionis, P. Negro, J. Molina, M. Peroni, M. Lamperti Tornaghi, P. Pegon | |||||||
10:49 - 10:58 | SEISMIC PERFORMANCE OF VISCOUS-DAMPED BUILDINGS USING LARGE-SCALE REAL-TIME HYBRID SIMULATIONS J. Ricles, R. Sause, B. Dong, C. Kolay, T. Marullo | |||||||
10:58 - 11:07 | BI-DIRECTIONAL EARTHQUAKE RESPONSE OF A THREE-STORY STEEL STRUCTURE WITH BUCKLING-RESTRAINED BRACES E. Williamson, J. Liu, M. Morano, L. Lin, B. Saxey, C. Pantelides, T. Hucthinson | |||||||
11:07 - 11:16 | SEISMIC BEHAVIOR AND DESIGN OF CONCRETE-FILLED STEEL DECK DIAPHRAGMS IN STEEL BUILDING STRUCTURES J.F. Hajjar, B. Schafer, W.S. Easterling, M. Eatherton, N. Briggs, A. Fischer, H. Foroughi, R. Avellaneda-Ramirez, G. Wei, S. Torabian, D. Padilla-Llano | |||||||
11:16 - 11:25 | SHAKE TABLE TESTS ON TWO-STORY STEEL BUILDING WITH COLLECTORS IN STEEL ROOF DECK AND COMPOSITE SLAB C. Li, C. Uang, R. Fleischman | |||||||
11:25 - 11:34 | MODELING OF THE NHERI UCSD 6-DOF OUTDOOR SHAKE TABLE UNDER BARE TABLE AND LOADED CONDITIONS C. Lai, J. Conte | |||||||
11:34 - 11:45 | DISCUSSION | |||||||
AMBER 4 | ||||||||
REC6/99 - INTERNATIONAL RECONNAISSANCE EFFORTS/COORDINATION AND FIELD OBSERVATIONS FROM NOTABLE EVENTS | Convenor: M. Ortiz-Millan | ||||||||
10:30 - 10:40 | LESSONS LEARNED FROM RECONNAISSANCE MISSIONS OF SUZI-SAEE IN RECENT EARTHQUAKES M. Marinkovic, S. Brzev, N. Blagojevic | |||||||
10:40 - 10:50 | NCREE POST-EARTHQUAKE RESPONSE PROGRAM AND LESSONS LEARNED FROM PAST EARTHQUAKES IN TAIWAN C.H. Lin, C.M. Lin, C.C. Chou, C.L. Wu | |||||||
10:50 - 11:00 | INTERNATIONAL COLLABORATION PROCESS TO ORGANIZE THE AIJ RECONNAISSANCE TEAM IN TURKEY EARTHQUAKES S. Tajiri, K. Kusunoki, A. Ilki, C. Goksu, Y. Sanada, Y. Hibino, Y. Maida, H. Shiohara | |||||||
11:00 - 11:10 | GUATEMALAN STRUCTURAL & SEISMIC ENGINEERING ASSOCIATION 'AGIES' EARTHQUAKE REONNAISSANCE ACTIVITIES J. Gil | |||||||
11:10 - 11:20 | AUSTRALIAN EARTHQUAKE ENGINEERING SOCIETY (AEES) S. Menegon, H. Tsang | |||||||
11:20 - 11:30 | ACCELERATING POST-DISASTER RESPONSE: THE HAITI (2021) EXPERIENCE K. Miyamoto, A. Gilani, M. Broughton, G.J. Sechi, G. Victor, C. Chesi, L. Martinelli, L. Abdulmawla, E. Brusa | |||||||
11:30 - 11:40 | DAMAGE RECONNAISSANCE OF THE 2022 MW 6.9 CHIHSHANG EARTHQUAKE IN EASTERN TAIWAN C.M. Lin, C.C. Chou, Y.W. Chang, S.J. Jhuang, Z.K. Lee, C.L. Wu, S.H. Chao, J.Y. Huang, G. Mosqueda | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR17 - HAZARD AND LOSS MODELLING UNDER THE LESSONS LEARNED FROM RECENT EARTHQUAKES | Convenors: F. Cotton, M. Erdik | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:41 | FEBRUARY 6, 2023 TURKIYE EARTHQUAKES, COMPARISON WITH PREVIOUS LOSS ESTIMATIONS M. Erdik, M.B. Demircioglu Tumsa | |||||||
10:41 - 10:51 | EVALUATING THE PERFORMANCE OF GEM'S HAZARD AND RISK MODELS FOLLOWING DAMAGING EARTHQUAKES H. Crowley, M. Pagani, V. Silva, Z. Karim Zadeh, M. Caruso, S. de la Fuente, R. Styron, M. Villani | |||||||
10:51 - 11:01 | REDUCTION OF BASIS RISK IN PARAMETRIC EARTHQUAKE TRANSACTIONS IN TURKEY USING AN ENSEMBLE OF MODELS G. Franco, R. Guidotti, O. Odabasi, P. Bazzurro | |||||||
11:01 - 11:11 | PRACTICAL PROPOSALS FOR CONSIDERING AFTERSHOCKS IN CATASTROPHE LOSS MODELLING F. Jalayer, H. Ebrahimian, U. Hancilar, S. Iacoletti, C. Galasso | |||||||
11:11 - 11:21 | MODELING CLUSTERED SEISMICITY RISK: IF NOT NOW, WHEN? O. Bazzurro, N. Sipcic, P. Garcia de Quevedo, O. Odabasi, B. Yucel, M. Kohrangi, A. Papadopoulos | |||||||
11:21 - 11:31 | RISK IMPLICATIONS OF MULTI-FAULT RUPTURE MODELS FOR SIGNIFICANT EXPOSURE REGIONS ACROSS EUROPE J. Woessner, J.C. Castellanos, J. Velasquez, D. Fitzenz, A. Papadopoulos | |||||||
11:31 - 11:41 | SITE CHARACTERIZATION, PORTFOLIO GRANULARITY AND ITS GEOSPATIAL DISTRIBUTION SIGNIFICANCE IN LOSS S. Akkar, U. Yazgan, N. Acikgoz, O. Ulku, A.T. Atici, E. Yildirim | |||||||
11:41 - 11:45 | DISCUSSION | |||||||
AMBER 6 | ||||||||
ASR3/4 - RISK-BASED ASSESSMENT METHODS AND RETROFITTING STRATEGIES: SYNERGIES BETWEEN SEISMIC, ENERGY AND ENVIRONMENTAL BEHAVIOR | Convenors: A. Tsiavos, R. Monteiro, R. Bento, M. Caruso, D. Frangopol, A. Liel | ||||||||
10:30 - 10:40 | A SIMPLIFIED APPROACH FOR SEISMIC AND ENERGY PERFORMANCE UPGRADING OF EXISTING BUILDINGS R. Couto, G. Mucedero, R. Bento, R. Monteiro | |||||||
10:40 - 10:50 | PRIORITISATION OF ITALIAN RESIDENTIAL BUILDINGS FOR SEISMIC AND ENERGY PERFORMANCE UPGRADING G. Mucedero, R. Monteiro | |||||||
10:50 - 11:00 | INTEGRATED SUSTAINABLE BUILDING RENOVATION: A POSITION PAPER BY AN EAEE WORKING GROUP L. Felicioni, P. Negro, N. Ademovic, A. Belleri, A. Chatzidakis, M. Caruso, K. Gkatzogias, P. Hajek, N. Kyriakides, A. Marini, C. Menna, C. Passoni, D. Pitilakis, D.A. Pohoryles, A. Prota, E. Romano, S. Stefanidou, G. Tsionis | |||||||
11:00 - 11:10 | TOWARDS A GLOBAL SEISMIC ENVIRONMENTAL IMPACT MODEL M. Caruso, V. Silva, L. Martins, A.M.B. Nafeh, K. Aljawhari, C. Galasso | |||||||
11:10 - 11:20 | TOWARDS THE SUSTAINABLE AND RESILIENT SEISMIC REHABILITATION OF EXISTING BUILDING INVENTORY A. Tsiavos | |||||||
11:20 - 11:30 | INTEGRATED ENERGY AND SEISMIC RETROFITTING OF BUILDINGS BASED ON AN ENVIRONMENTAL AND ECONOMIC COST M.v. Requena-Garcia-Cruz, C. Calama-Gonzalez, E. Romero-Sanchez, A. Morales-Esteban | |||||||
11:30 - 11:40 | TOWARDS A DIRECT LOSS-BASED BUILDING DESIGN APPROACH INTEGRATING SEISMIC AND ENERGY LOSSES R. Gentile, S. Bianchi, J. Ciurlanti | |||||||
11:40 - 11:50 | LIFE-CYCLE ENVIRONMENTAL IMPACTS OF SEISMIC RETROFIT MEASURES: A CASE STUDY OF RC JACKETING IN ITALY K. Aljawhari, R. Gentile, C. Galasso | |||||||
AMBER 7 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
10:30 - 10:40 | DEVELOPMENT AND UTILIZATION OF A BUILDING STRONG MOTION RELATIONAL DATABASE FOR RISK AND RESILIENCE E. Abdelmalek-Lee, H. Burton, L. Dahal | |||||||
10:40 - 10:50 | EARTHQUAKE RESILIENCE ASSESSMENT AND IMPROVEMENT FRAMEWORK OF THE HIGH-SPEED RAILWAY SYSTEM S. Li, Y. Tang, C. Li, C. Zhai | |||||||
10:50 - 11:00 | A PREDICTIVE MODEL FOR POST-EARTHQUAKE DISPLACEMENT BASED ON HOUSING DAMAGE AND SOCIAL FACTORS N. Paul, C. Galasso, J. Baker, V. Silva | |||||||
11:00 - 11:10 | SEISMIC RESILIENCE OF BRIDGE NETWORKS UNDER ADAPTIVE RECOVERY SCENARIOS L. Jafari, F. Biondini | |||||||
11:10 - 11:20 | QUANTIFYING SUCCESS IN POST-DISASTER HOUSING RECOVERY: A COMPREHENSIVE EVALUATION FRAMEWORK S. Kast, K. Meguro, A. Singh | |||||||
11:20 - 11:30 | BUSINESS DATA RECOVERY: USE OF SOCIAL MEDIA TO COLLECT RECOVERY DATA FOR DOWNTIME ESTIMATION F. De Luca | |||||||
11:30 - 11:40 | SEATTLE CITY LIGHT SEISMIC RESILIENCY PROGRAM - STRATEGIES, CHALLENGES, AND OPPORTUNITIES R. Cochran, P. Smith | |||||||
11:40 - 11:50 | SCALABLE RESILIENCE ASSESSMENT PLATFORM DEVELOPMENT FOR COMPREHENSIVE SEISMIC RISK ANALYTICS Y. Kim, J. Chhabra, L. Burks, S. Patel, J. Bohn, N. Hu | |||||||
AMBER 8 | ||||||||
GEO1 - RECENT ADVANCES IN THE SEISMIC DESIGN, RISK ASSESSMENT AND MANAGEMENT OF TUNNELS AND UNDERGROUND INFRASTRUCTURES | Convenors: K. Pitilakis, H.-T. Yu, R. Wang | ||||||||
10:30 - 10:40 | BURIED BOTTOMLESS CONCRETE STRUCTURES UNDER SEISMIC CONDITIONS: RACKING RESPONSE A. Dehghanpoor, W. Zhang, Y. Dong, C. Duan, E. Taciroglu | |||||||
10:40 - 10:50 | FEM STUDIES ON THE DYNAMIC BEHAVIOUR OF TUNNEL-SOIL-OVERSTRUCTURE SYSTEMS IN HETEROGENOUS SOILS G. Abate, M.R. Massimino | |||||||
10:50 - 11:00 | NUMERICAL AND PHYSICAL MODELLING OF TUNNELS SUBJECTED TO SEISMIC LOADING: THE DEVIL IN THE DETAILS I. Anastasopoulos | |||||||
11:00 - 11:10 | SEISMIC ANALYSIS OF UNDERGROUND STATIONS IN LOW-TO-MODERATE-SEISMICITY REGIONS A.S. Hokmabadi, S.A. Faizi, J. Yiu, E.H.Y. Leung, Y. Huang | |||||||
11:10 - 11:20 | SEISMIC FRAGILITY ANALYSIS METHOD FOR LONGITUDINAL RESPONSE OF TUNNELS X. Li, H. Yu | |||||||
11:20 - 11:30 | SEISMIC RESPONSE OF UNSUPPORTED SHALLOW CIRCULAR OPENINGS TO RAYLEIGH WAVES N. Tiwari, M.A. Ahmad, A. Bobet | |||||||
11:30 - 11:40 | SEISMIC RESPONSE OF COMPLEX UNDERGROUND-ABOVEGROUND STRUCTURE SYSTEMS R. Wang, J. Zhang | |||||||
11:40 - 11:50 | RECENT ADVANCES IN THE SEISMIC PERFORMANCE AND FRAGILITY EVALUATION OF DOUBLE-BOX TUNNELS D. Park, V. Ngyuen, S. Jeong, J. Han, T. Kwon | |||||||
SUITE 6 | ||||||||
GEO4 - INNOVATIVE GROUND INTERFACE CONCEPTS BASED ON SEISMIC METAMATERIALS FOR STRUCTURE PROTECTION | Convenors: O.S. Bursi, E. Chatzi, B. Stojadinovic | ||||||||
10:30 - 10:39 | STRUCTURAL HEALTH MONITORING AND ESTIMATION OF DEGREE OF DAMAGE IN LOCALLY RESONANT METAMATERIALS D. Caballero-Russi, V. Slesarenko, M. Gutierrez Soto | |||||||
10:39 - 10:48 | DIVERTING SEISMIC WAVES USING METAMATERIAL H.L. Nguyen, C.L. Lee, C.W. Lim | |||||||
10:48 - 10:57 | LOCALLY RESONANT METAMATERIALS FOR CONTROLLING SEISMIC LOVE WAVES F. Zeighami, A. Palermo, A. Marzani | |||||||
10:57 - 11:06 | DEVELOPMENT, MODELING, AND EXPERIMENTAL VALIDATION OF BISTABLE METAFOUNDATIONS T. Guner, O. Bursi, A. Marzani, A. Palermo | |||||||
11:06 - 11:15 | EXPERIMENTAL DESIGN OF THE K-DAMPER DEVICE FOR ATTENUATING VIBRATIONS IN STRUCTURAL APPLICATIONS K.A. Chondrogiannis, A. Mantakas, M. Kalderon, K. Kapasakalis, V. Dertimanis, E. Sapountzakis, I. Antoniadis, E. Chatzi | |||||||
11:15 - 11:24 | SEISMIC RESONANT BUILDINGS VIEWED AS SEISMIC RESONANT METAMATERIALS: THE CASE OF A NUCLEARPOWERPLANT C. Kanellopoulos, B. Jeremic, I. Anastasopoulos, B. Stojadinovic | |||||||
11:24 - 11:33 | STUDY ON SEISMIC ATTENUATION CHARACTERISTICS OF FINITE LOCAL RESONANCE PERIODIC FOUNDATIONS F. Sun, L. Xiao, O.S. Bursi, X. Dai, Y. Liu | |||||||
11:33 - 11:42 | SOIL-STRUCTURE INTERACTION ANALYSIS OF A PERIODIC BUILDING SYSTEM TO REDUCE GROUND VIBRATION J.H. Lee, D.T. Nguyen, V.H. Nguyen, M.N.A. Nguyen | |||||||
11:42 - 11:51 | GRADED BROADBAND METAMATERIAL FOR MITIGATION OF SEISMIC WAVES A. Daradkeh, H. Hojat Jalali | |||||||
SUITE 7 | ||||||||
EVO3 - SEISMIC RISK TARGETED MODELS FOR CIVIL INFRASTRUCTURES | Convenors: C. Demartino, P. Gardoni, G. Monti | ||||||||
10:30 - 10:40 | EMBRACING RISK-TARGETED SEISMIC DESIGN IN EUROPE CONSIDERING DIFFERENCES WITH THE AMERICAN PRACTISES A. Gkimprixis | |||||||
10:40 - 10:50 | A NEW PARADIGM IN SEISMIC RISK ASSESSMENT OF NEW AND EXISTING STRUCTURES R. Giannini, F. Paolacci, H.N. Phan, D. Corritore, G. Quinci | |||||||
10:50 - 11:00 | ENHANCING REGIONAL RISK ASSESSMENT: SPECTRUM-CONSISTENT AG -BASED FRAGILITY CURVES R. Rahmat Rabi, G. Monti, C. Demartino | |||||||
11:00 - 11:10 | HAZARD DISAGGREGATIONS AT RISK-TARGETED GROUND MOTION LEVELS FOR DETERMINISTIC CAPPING IN THE 2020 NEHRP PROVISIONS N. Luco, P. Powers, A. Shumway, S. Rezaeian | |||||||
11:10 - 11:20 | ISSUES IN HARMONIZATION OF SEISMIC PERFORMANCE VIA RISK TARGETED SPECTRA A. Spillatura, D. Vamvatsikos, M. Kohrangi, P. Bazzurro | |||||||
11:20 - 11:30 | RISK-TARGETED GROUND MOTION INTENSITY AND DESIGN EDP FOR ORDINARY BRIDGES IN CALIFORNIA S. Singhal, F. Zareian | |||||||
11:30 - 11:40 | RISK-TARGETED GROUND MOTIONS ON SITES WITH THAWING PERMAFROST M. Joyner, R. Affleck, K. Bjella, J. Thornley, J. Cegan | |||||||
11:40 - 11:50 | TOWARDS RISK-TARGETED SEISMIC HAZARD MODELS FOR EUROPE G. Monti, C. Demartino, P. Gardoni | |||||||
SUITE 8 | ||||||||
BCI4 - SEISMIC POUNDING OF BRIDGES | Convenors: C. Nuti, A. Kappos | ||||||||
10:30 - 10:40 | DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT A. Kappos, C. Demartino, F. De Luca, D. Karamitros, R. De Risi, E.G. Dimitrakopoulos, H. Mehyar Abu Shehab, R. Di Laora, A. Crewe, M. Dietz, T. Horseman, B. Briseghella, D. Lavorato, T. Isakovic, A. Sextos, G. Mylonakis, C. Nuti | |||||||
10:40 - 10:50 | EFFECTS OF DECK-ABUTMENT POUNDING ON THE SEISMIC RESPONSE OF SEAT-TYPE REINFORCED CONCRETE BRIDGES M. Tomic, A. Babic, T. Isakovic | |||||||
10:50 - 11:00 | EXPLAINABLE MACHINE LEARNING TO PREDICT THE SEISMIC RESPONSE OF POUNDING BRIDGE MODELS C.N. Loong, E.G. Dimitrakopoulos | |||||||
11:00 - 11:10 | INTERPRETABLE MACHINE-LEARNING MODEL FOR SDOF POUNDING VELOCITIES: PRELIMINARY RESULTS C. Demartino, G. Fiorentino, G. Eslami Varzaneh, E. Bassoli, F. Ponsi, D. Lavorato, C. Nuti | |||||||
11:10 - 11:20 | MODELING ABUTMENT CONTACT-FRICTION USING RUN-TIME PARAMETER UPDATES A. Rahman, K. Mackie, M. Scott | |||||||
11:20 - 11:30 | PERFORMANCE OF SEISMICALLY ISOLATED BRIDGE CONSIDERING ABUTMENT POUNDING G. Mosqueda, C. Sepulveda, R. Bustamante | |||||||
11:30 - 11:40 | POUNDING EFFECTS IN THE ABUTMENT REGION OF BRIDGES WITH ROCKING PIERS I.M. Thomaidis, A. Camara, A.J. Kappos | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
SUITE 9 | ||||||||
RES2 - IMPROVING EARTHQUAKE ENGINEERING IMPLEMENTATION IN DEVELOPING NATIONS | Convenors: A. Charleson, S. Alcocer, V. Rawal | ||||||||
10:30 - 10:45 | RECENT EXPERIENCE IN MEXICO FOR IMPROVING EARTHQUAKE ENGINEERING IMPLEMENTATION S.M. Alcocer | |||||||
10:45 - 11:00 | PROPOSAL ON APPROACHES FOR EFFECTIVE IMPLEMENTATION OF BUILDING REGULATIONS IN DEVELOPING COUNTRIES T. Narafu, Y. Ishiyama, M. Hossain, M. Khan, J. Debnath, S. Matsuzaki, S. Kita, H. Imai, K. Shirakawa, Y. Kubota, R. Owada, S. Roy | |||||||
11:00 - 11:15 | IMPLEMENTATION OF SEISMIC DESIGN CODE FOR LOW RISE BUILDINGS IN INDONESIA: CHALLENGES AND EFFORTS E. Lim, N. Madutujuh, B. Widjaja, A. Sagara | |||||||
11:15 - 11:30 | BUILDING CODE IMPLEMENTATION AND COMPLIANCE IN NEPAL E. Marshall, J. Agarwal | |||||||
11:30 - 11:45 | EARTHQUAKE ENGINEERING EDUCATION: A KEY TO EARTHQUAKE DISASTER MITIGATION P.K. Ramancharla, C.V.R. Murty |
THURSDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
10:30 - 10:42 | A FREQUENCY-BASED SITE FORECASTING METHOD USING DEEP LEARNING A. A. Torky, S. Ohno | |||||||
10:42 - 10:54 | PHYSICS-INFORMED NEURAL NETWORKS FOR 1D SITE RESPONSE ANALYSIS Y. Chen, D. Ji, C. Li, W. Wen, C. Zhai | |||||||
10:54 - 11:06 | A RANDOM FOREST-BASED GROUND MOTION MODEL FOR ITALY F. Di Michele, G. Lanzano, S. Sgobba | |||||||
11:06 - 11:18 | MEANET: MAGNITUDE ESTIMATION VIA PHYSICS-BASED FEATURES TIME SERIES, AND NEURAL NETWORKS J. Song, J. Zhu, S. Li, Q. Ma, H. Liu, D. Tao | |||||||
11:18 - 11:30 | ONE-DIMENSIONAL CONVOLUTIONAL NEURAL NETWORK-BASED LIQUEFACTION PREDICTION MODEL X. Long, R. Sun, T. Zheng, Y. Zhang | |||||||
11:30 - 11:42 | SOURCE DEPENDENCY OF SPECTRAL TRANSFER CHARACTERISTICS FOR REALTIME SPECTRAL FORECASTING S. Ohno, A. Torky | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
10:30 - 10:42 | BAYESIAN NEURAL NETWORKS BASED STRUCTURAL DEMAND SURROGATE MODELS FOR STEEL MOMENT FRAMES J. Fayaz, A. Zsarnoczay | |||||||
10:42 - 10:54 | ACCELERATING FINITE-ELEMENT STRUCTURAL ELASTIC DYNAMIC ANALYSIS USING GPU COMPUTING G.A. Araújo R., B.G. Simpson, M. Zhu, M.H. Scott | |||||||
10:54 - 11:06 | AN INTERPRETABLE MODEL TO PREDICT THE SEISMIC FAILURE MODE OF RC SHEAR WALLS Z. Tuna Deger, G. Taskin Kaya | |||||||
11:06 - 11:18 | LEVERAGING MACHINE LEARNING ALGORITHMS FOR REGRESSION ANALYSIS IN SHAKE TABLE DATA PROCESSING K. Erler, G. Mosqueda | |||||||
11:18 - 11:30 | STRUCTURAL RESPONSE PREDICTED BY NEURAL NETWORKS AND EXPLAINED BY STRUCTURAL DYNAMICS S. Gunay, I.K. Pang, K. Mosalam | |||||||
11:30 - 11:42 | ENHANCING NONLINEAR MODELING PARAMETERS OF RC COLUMNS USING MACHINE LEARNING TECHNIQUES H. Khodadadi Koodiani, E. Jafari, A. Matamoros | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | MESH REINFORCEMENT RETROFITTING TECHNIQUE FOR STRENGTHENING MASONRY INFILL WALLS S. Wagle | |||||||
10:41 - 10:52 | ASSESSMENT FOR URM BUILDINGS SUBJECTED TO EARTHQUAKES IN GRONINGEN USING APPLIED ELEMENT METHOD M. Sabia, F. Grande, A. Elfouly | |||||||
10:52 - 11:03 | VALIDATION STRATEGY FOR NOVEL INTEGRATED RETROFIT SOLUTIONS: A DEM-BASED STUDY N. Damiani, L. Albanesi, C.F. Manzini, P. Morandi | |||||||
11:03 - 11:14 | STRENGTHENING OF UNREINFORCED MASONRY WALLS USING STEEL WIRE REINFORCED CEMENTITIOUS MATRIX D. Tripathy, V. Singhal | |||||||
11:14 - 11:25 | PALAZZO MARTELLI IN FLORENCE: STRUCTURAL ANALYSIS WITH PROPOSAL OF SEISMIC RETROFITTING C. Vienni, M. Orlando, F. Lensi | |||||||
11:25 - 11:35 | SEISMIC RETROFIT OF LOAD BEARING URM WALLS WITH INTERNALLY PLACED REINFORCEMENT AND SURFACE-BONDED FRP SHEETS A. Sabri, M. Saatcioglu | |||||||
11:35 - 11:45 | ATTEMPT TO PROMOTE THE SEISMIC RETROFITTING FOR THE PUBLIC BUILDINGS IN MONGOLIA. S. Fukushima, Y. Amano, N. Bayarsaikhan, G. Bayasgalan, K. Owada | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | TRM-STRENGTHENED FULL-SCALE MASONRY WALLS SUBJECTED TO IN-PLANE CYCLIC LOADS UNDER FIRE ACTION S. Ivorra, L. Estavan, B. Torres, F.J. Baeza, F.B. Varona | |||||||
10:41 - 10:52 | DYNAMIC IDENTIFICATION OF A STRENGTHENED RESIDENTIAL STONE MASONRY BUILDING D. Gautam, R. Adhikari, R. Baruwal, D. Thapa, S. Olafsson, R. Rupakhety | |||||||
10:52 - 11:03 | STRENGTHENING SOLUTIONS FOR TRADITIONAL ROMANIAN PAIANTA HOUSES: OVERVIEW OF THE STRONGPA PROJECT A. Dutu, I. Hirano, S. Mey, M. Niste, D. Mocanescu, S. Kishiki, I.G. Craifaleanu | |||||||
11:03 - 11:14 | INVESTIGATING THE EFFECT OF MOISTURE ON NON-RETROFITTED AND RETROFITTED MASONRY STRUCTURES Z. Multazam, T. Atmaja, K. Yamamoto, K. Meguro | |||||||
11:14 - 11:25 | COMPARING SEISMIC PERFORMANCE OF TRADITIONAL AND RETROFITTED STONE MASONRY MODELS SET IN MUD MORTAR J. Bothara, R. Sheshagiri Rao, S. Shrestha, N. Nidal, D. Dahal, R. Desai, P. Manandhar, P. Pradhan, S. Brzev, A. Charleson, V. Rawal, J. Ingham, D. Dizhur | |||||||
11:25 - 11:35 | NEW OPTIMAL DESIGN OF STEEL FRAMES FOR IMPROVING MASONRY STRUCTURAL PERFORMANCE S. Benfratello, S. Caddemi, L. Palizzolo, B. Pantò, D. Rapicavoli | |||||||
11:35 - 11:45 | CRM AND FRCM HEMP-BASED SYSTEMS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS A. Davino, E. Meglio, A. Formisano | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | EXPERIMENTAL INVESTIGATION ON THE USE OF MECHANICAL FASTENERS TO ANCHOR FRP COMPOSITE STRIPS J. Duran, J. Cantrell | |||||||
10:41 - 10:52 | SEISMIC PERFORMANCE OF TYPICAL SCHOOL FACADES CONSTRUCTED WITH URM WALLS IN COLOMBIA D. Feliciano, S. Savvas, R. Bonett, C. Blandón, I. Bozulic, M. Haindl, I. Tómic, K. Beyer, O. Arroyo, J. Carrillo, C. Takeuchi | |||||||
10:52 - 11:03 | A NOVEL DISSIPATIVE LOCKING DEVICE FOR SEISMIC PROTECTION OF EXISTING AND NEW STRUCTURES I. Calio, B. Izzuddin | |||||||
11:03 - 11:14 | THE CRITICAL ROLE OF FLOOR DIAPHRAGMS IN THE SEISMIC RETROFIT OF EXISTING BUILDINGS M. Milesi, C. Passoni, E. Casprini, A. Belleri, A. Marini | |||||||
11:14 - 11:25 | EXPERIMENTAL EVALUATION OF RC COLUMNS RETROFITTED BY TRC PANELS WITH FRP ANCHORAGES S. Kim, J. Lee, W.J. Hwang, S.J. Kim | |||||||
11:25 - 11:35 | AN INNOVATIVE SOLUTION FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS S. Caprili, F. Mattei, W. Salvatore | |||||||
11:35 - 11:45 | PERFORMANCE OF RC INFILL WALLS FOR SEISMIC RETROFITTING OF RC-FRAMES AT VARIOUS EARTHQUAKE INPUTS E. Georgiou, C. Petridis, N. Kyriakides | |||||||
MONITOR 6 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPARISON OF THE BEHAVIOR OF CONNECTIONS UN RC FRAMES DESIGNED WITH LOW AND HIGH DUCTILITY O. López Batiz, S. Muñoz Irigoyen, C. Muñoz Irigoyen | |||||||
10:39 - 10:48 | INVESTIGATION OF OVERSTRENGTH AND STRENGTH REDUCTION FACTORS FOR SEISMIC DESING OF RC BEAMS N. Hajimohammadyazdi, S. Epackachi, V. Sadeghian, A. Deylami | |||||||
10:48 - 10:57 | INELASTIC DISPLACEMENT DEMAND PREDICTION USING MACHINE LEARNING A. Tarawneh, H. Dwairi, R. Alawadi | |||||||
10:57 - 11:06 | CONFINEMENT EFFECTS OF HOOPS AND SPIRAL REINFORCEMENT ON UHPC COLUMNS M. Cimesa, M. Moustafa | |||||||
11:06 - 11:15 | BEHAVIOUR OF SUBSTANDARD RC BUILDINGS A NUMERICAL INVESTIGATION E.M. Oztoprak, R. Garcia, I. Laory | |||||||
11:15 - 11:24 | EXPERIMENTAL STUDY OF POST-INSTALLED ANCHOR EMBEDDED IN CONCRETE UNDER SIMULATED SEISMIC S. Lee, W. Shim, W. Jung | |||||||
11:24 - 11:33 | COMBINED USED OF DIFFERENT UNCOVENTIONAL SEISMIC PROTECTION METHODS P. Cicchiello | |||||||
11:33 - 11:42 | ASSESSMENT OF THE STRUCTURAL ROBUSTNESS OF AN RC PIER AS A RESILIENCE PROXY A. Aloisio, M. Pelliciari, S. Sirotti, A. Contento, B. Briseghella | |||||||
11:42 - 11:51 | OFFSHORE JACKET STRUCTURE DYNAMICS: A PROBABILISTIC SEISMIC PERFORMANCE ASSESSMENT S. Dashti, K. Tarbali, C. Zhou, J.G. Chase | |||||||
MONITOR 7 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPLIANCE ISSUES IN REINFORCED CONCRETE CONSTRUCTION PRACTICE: INSIGHTS FROM NON-DESTRUCTIVE TESTS J. Roach-Gray | |||||||
10:39 - 10:48 | EVALUATION OF FLEXURAL-TENSION LONG-TERM PERFORMANCE OF FRP COMPOSITE MATERIALS FOR QUALITY CONTROL W. Jung, S. Lee, Y. Bae | |||||||
10:48 - 10:57 | INDIRECT METHOD TO CALCULATE EFFECTIVE PRESTRESS FORCE IN POST-TENSIONED BEAMS E. Carrera, A. Escobar, V. Cecilio, R. Gomez | |||||||
10:57 - 11:06 | ON THE NECESSARY NUMBER OF AFTERSHOCKS FOR SEISMIC COLLAPSE RISK ASSESSMENT OF BUILDINGS S. Amiri, S. Koboevic | |||||||
11:06 - 11:15 | RESEARCH ON STEEL STRUCTURAL PERFORMANCE BASED ON MOLECULAR DYNAMICS S. Bao, J. Zhou, K. Song, X. Zhao, Y. Tian, R. Li | |||||||
11:15 - 11:24 | SEISMIC FRAGILITY ASSESSMENT OF A MEDICAL TOWER EQUIPED WITH BRBS UNDER SEISMIC SEQUENCES IN MEXICO F. Cueto Jimenez, H. Guerrero Bobadilla, E. Lluhen, E. Bojorquez, R. Sanchez, C. Viramontes Heredia | |||||||
11:24 - 11:33 | MODELLING OF RC BEAM-COLUMN JOINTS: A REVIEW K. Parate, R. Kumar, L. Gupta, S. Bakre | |||||||
11:33 - 11:42 | RECENT RESEARCH ON SEISMIC BEHAVIOR OF DAMAGE-CONTROL FUSES FOR WELDED BEAM-TO-COLUMN CONNECTIONS X. Lin, H. Li, L. Zhang, T. Okazaki | |||||||
MONITOR 8 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
10:30 - 10:40 | BUILDING SEISMIC RESILIENCE FOR NEW ZEALAND - PAST, NOW AND FUTURE L. Li, A. Chang-Richards, M. Boston, K. Elwood, C. Molina Hutt | |||||||
10:40 - 10:50 | DEVELOPMENT OF A RECONNAISSANCE DATA COLLECTION TOOL FOR FUNCTIONAL RECOVERY OF BUILDINGS N.R. Hanifa, C. McKenney, M. Mohammed, S. Sattar, L. Arendt | |||||||
10:50 - 11:00 | RESILIENCE ASSESSMENT OF RC BUILDINGS FOCUSING ON LOSS OF FUNCTIONALITY CAUSED BY REPAIR WORK H. Kinugasa, T. Mukai, H. Choe | |||||||
11:00 - 11:10 | DO CODE-CONFORMING BUILDINGS POSSESS SEISMIC RESILIENCE? COST, FUNCTIONALITY, AND RECOVERY INSIGHTS M.R. Joo, R. Sinha | |||||||
11:10 - 11:20 | TOWARDS A DIRECT LOSS-BASED DESIGN PROCEDURE FOR LOW-RISE BASE-ISOLATED BUILDINGS D. Suarez, R. Gentile, G.M. Calvi | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
10:30 - 10:40 | LIMIT STATES FOR POST-EARTHQUAKE VISUAL INSPECTION AND REPAIR OF SHEAR-CONTROLLED WALLS S. Abdullah, E. Opabola, K. Elwood, J. Wallace | |||||||
10:40 - 10:50 | IMPROVED FEMA P-58 FRAGILITY FUNCTIONS FOR ACCELERATION-SENSITIVE COMPONENTS FOR FUNCTIONAL RECOVERY D.P. Welch, M.J. Echeverria, E. Almeter, D.J. DeBock, C.B. Haselton, D.T. Cook, A.B. Liel | |||||||
10:50 - 11:00 | STEEL MOMENT FRAMES WITH ENHANCED POST-YIELD STIFFNESS TO IMPROVE FUNCTIONAL RECOVERY P. Richards, A. McCall, J. Marshall | |||||||
11:00 - 11:10 | FEMA P-58 SEISMIC PERFORMANCE ASSESSMENT OF THE NEW ST. PAUL'S HOSPITAL, VANCOUVER, CANADA J. Sherstobitoff, B. Keshavarz, J. Salmon | |||||||
11:10 - 11:20 | UNIVERSITY OF BRITISH COLUMBIA JACK BELL UPGRADE: BUILDING THE PERFORMANCE YOU NEED J. Perrett, D. Gam, M. Mieler, I. Almufti | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
10:30 - 10:41 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
10:41 - 10:52 | SIMPLE ESTIMATION OF BOTTOM AND LATERAL SOIL SPRINGS OF PILE FOUNDATION WITH EMBEDMENT S. Yamamoto, H. Liu, M. Nagano | |||||||
10:52 - 11:03 | SITE TERRAIN EFFECT ON BUILDINGS RESPONSES CONSIDERING SITE-CITY INTERACTION M. Sayed, O. Kwon | |||||||
11:03 - 11:14 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART II EMBEDDING SHAPE AND SOIL PROPERTY Y. Nitta, K. Sasaki, R. Morobishi, T. Ogata | |||||||
11:14 - 11:25 | SEISMIC CODES-BASED ANALYSIS OF SOIL-STRUCTURE-INTERACTION EFFECTS ASSOCIATED WITH SITE EFFECTS M. Beneldjouzi, M. Hadid, N. Laouami, M. Remki | |||||||
11:25 - 11:36 | STUDY ON PILE-SOIL-STRUCTURE INTERACTION OF FRAME STRUCTURES IN MOUNTAINOUS AREAS J. Han, W.Y. Xu, G.J. Wang, Q.L. Zhang, L.P. Liu, Y.M. Li | |||||||
MONITOR 11 | ||||||||
GRM1 - ROTATIONAL SEISMIC GROUND MOTIONS AND THEIR ENGINEERING SIGNIFICANCE | Convenors: Z. Zembaty, H. Igel, P. Bonkowski | ||||||||
10:30 - 10:40 | A PARAMETRIC STUDY ON THE EFFECT OF ROTATIONAL SEISMIC GROUND MOTIONS ON NONLINEAR BUILDING RESPONSE F. Vicencio, N. Alexander | |||||||
10:40 - 10:50 | INVESTIGATING THE IMPACT OF ROTATIONAL COMPONENTS ON THE BUILDING RESPONSES R.K. Sriwastav | |||||||
10:50 - 11:00 | SIMULATION STUDY OF ROTATIONAL SENSING IN MONITORING PLASTIC HINGE FORMATION DURING SEISMIC DAMAGE. M. Jaworski, Z. Zembaty, P. Bonkowski | |||||||
11:00 - 11:10 | ESTIMATION OF ROCKING GROUND MOTION NEAR A REVERSE FAULT V.K. Singla, N. Ansari, W. Ghosh | |||||||
11:10 - 11:20 | GROUND MOTION PREDICTION EQUATIONS FOR ROTATIONAL GROUND MOTIONS OF NEAR FIELD IN A DEEP MINING AREA A. Lurka, G. Mutke, Z. Zembaty | |||||||
11:20 - 11:30 | THREE-AXIS ROTATIONAL FIBER-OPTIC SEISMOGRAPH FOR SEISMIC EXPLORATION A. Kurzych, L. Jaroszewicz, M. Dudek, B. Sakowicz, R. Kielbik | |||||||
11:30 - 11:40 | 4C EARTHQUAKE RECORDINGS AT GRAN SASSO FOR A BETTER COMPREHENSION OF GROUND MOTION D. Famiani, G. De Luca, A. Govoni, A. Mercuri, G. Carelli, S. Castellano, A. Di Virgilio, E. Maccioni, P. Marsili | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
10:30 - 10:39 | NEGATIVE STIFFNESS & INERTER-BASED MECHANISMS: SEISMIC HYBRID CONTROL STRATEGY FOR ISOLATED BRIDGES N.U. Islam, K. Bajad | |||||||
10:39 - 10:48 | MULTI-OBJECTIVE OPTIMIZATION OF BUILDINGS EQUIPPED WITH TWO-LAYER ISOLATION SYSTEMS WITH INERTERS O. Contreras-Bejarano, D. Lopez-Garcia, J.D. Villalba-Morales | |||||||
10:48 - 10:57 | CONTROL PERFORMANCE OF SLOPED ROLLING-TYPE BEARINGS WITH AN ADDED ROTATIONAL INERTER S. Wang, Y. Lai, T. Hsu, C. Yu, Y. Chang, P. Chen | |||||||
10:57 - 11:06 | SEISMIC CONTROL OF BUILDINGS USING NONLINEAR ENERGY SINK DEVICES WITH ROTATIONAL COMPONENTS C. Chang, T. Kao | |||||||
11:06 - 11:15 | DEEP REINFORCEMENT LEARNING FOR SEISMIC STRUCTURAL CONTROL DEVICES WITH VARIABLE INETER T. Asai, Y. Inaba | |||||||
11:15 - 11:24 | AN EXPERIMENTAL AND THEORETICAL EXAMINATION OF AN INERTER UTILIZING A NOVEL SPATIAL CAM MECHANISM R. Zhang, M. Wu, L. Hao, Y. Liu | |||||||
11:24 - 11:33 | EARTHQUAKE RESPONSE PREDICTION BASED ON RESPONSE SPECTRUM CONSIDERING CHARACTERISTIC CHANGE IN LRB Z. Zhu, M. Kobayashi | |||||||
11:33 - 11:42 | A PASSIVE CONTROL SYSTEM TO MITIGATE SEISMIC DEMAND TO HORIZONTAL AXIS WIND TURBINE STRUCTURES E. Sorge, C. Riascos, N. Caterino | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
10:30 - 10:39 | THE SEISMIC PROTECTION AS A KEY PLAYER FOR STRUCTURAL RESILIENCE M. Sartori, S. Barone, M. Ambor, G. Bresaola, I. Zivanovic | |||||||
10:39 - 10:48 | ENHANCING SEISMIC PERFORMANCE OF BUILDINGS AND NON-STRUCTURAL COMPONENTS BY FACADE ISOLATION SYSTEM A. Moeinadini, M. Ziyaeifar, M. Nekooei | |||||||
10:48 - 10:57 | DESIGN OPTIMIZATION OF HIGH-RISE BUILDINGS EQUIPPED WITH OUTRIGGER SYSTEMS AND SLB DEVICES F. Del Vecchio, G. Serino, A. Formisano, L. Bozzo | |||||||
10:57 - 11:06 | MULTI-SUPPORTED ROCKING MOTIONS OF TRILITH STRUCTURES F. Manni, M. Vassiliou, M. Su, M. Broccardo | |||||||
11:06 - 11:15 | CONTROL ALGORITHM APPLICATION IN STRUCTURES SUBJECTED TO EARTHQUAKE EXCITATION E. Daktylidis, C. Repapis, N. Pnevmatikos | |||||||
11:15 - 11:24 | ENERGY ABSORBING MULTILAYERED SELF-RECOVERING METAMATERIALS FOR VIBRATION ATTENUATION V. Diana, A. Bacigalupo, L. Gambarotta | |||||||
11:24 - 11:33 | SEISMIC HAZARD CONTROL TECHNOLOGIES FOR BUILDINGS, BRIDGES, AND SENSITIVE EQUIPMENT: CASE STUDIES M. Mohammed, A. Ibrahim, S. Darling, A. Atiek, J. Gimenez | |||||||
11:33 - 11:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
10:30 - 10:40 | INTERACTIVE RAPID EARTHQUAKE EVALUATION TRAINING FOR STRUCTURAL ENGINEERS J. Wong, S. Humayoun, M. Seto, K. Nguyen, S. Win | |||||||
10:40 - 10:50 | DESIGNING RISK-DEPENDENT RAPID EARTHQUAKE LOSS ASSESSMENT SYSTEMS A. Taherian, V. Silva, R. Vicente | |||||||
10:50 - 11:00 | CORDONING TECHNICAL GUIDANCE FOR DECREASED POST-EARTHQUAKE DOWNTIME AND IMPROVED FUNCTIONAL RECOVERY S.R. Arizabal, F. Galvis, J. Osteraas, A. Inhofer, J. Wegleitner, A. Puah | |||||||
11:00 - 11:10 | DEEP LEARNING-BASED BUILDING DAMAGE IDENTIFICATION FROM HIGH-RESOLUTION SATELLITE IMAGES H. Miura | |||||||
11:10 - 11:20 | COMBINING PARAMETRIC AND IMAGE SEGMENTATION MODELS FOR POST-EARTHQUAKE BUILDING DAMAGE ASSESSMENT W.N. Kuo, F.J. Tsai, S.Y. Lin | |||||||
11:20 - 11:30 | DEMONSTRATION EXPERIMENT OF OBSERVATION SYSTEM USING SMART-PHONE IN RC APARTMENT BUILDING K. Ariki, T. Mukai, T. Suzuki, K. Murata | |||||||
11:30 - 11:40 | RAPID SEISMIC DAMAGE ASSESSMENT METHOD FOR BUILDINGS BASED ON DATA AUGMENTATION AND DEEP LEARNING Q. Cheng, H. Ren, L. Xie | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
10:30 - 10:40 | ESTIMATION OF DAMAGE STATE OF WOODEN HOUSES USING RESPONSE ACCELERATIONS BASED ON MACHINE LEARNING Y. Maruyama, R. Ogino, W. Liu | |||||||
10:40 - 10:50 | DAMAGE ASSESSMENT OF URBAN AREAS DUE TO THE 2023 TURKEY EARTHQUAKE USING ALOS-2 IMAGES W. Liu, Y. Maruyama, F. Yamazaki | |||||||
10:50 - 11:00 | STUDY ON REQUIREMENTS FOR RECOGNIZING SEISMIC DAMAGE OF BRIDGES FROM DIGITAL IMAGES T. Kobayashi, K. Yoshitani, M. Ohsumi | |||||||
11:00 - 11:10 | SYNTHETIC DATA FOR VISION-BASED POST-EARTHQUAKE INSPECTIONS V. Hoskere, S. Varghese, R. Bazrgary | |||||||
11:10 - 11:20 | RECALIBRATING PAGER'S EMPIRICAL FATALITY AND ECONOMIC LOSS MODELS FOR THE OPERATIONAL RESPONSE K. Jaiswal, K. Marano, M. Hearne, D. Wald | |||||||
11:20 - 11:30 | RECENT ADVANCEMENTS IN RAPID SHAKING AND IMPACT ASSESSMENTS AT THE USGS NEIC D. Wald, E. Thompson, B. Worden, V. Quitoriano, K. Jaiswal, P. Burgi, M. Hearne, S. Xu, X. Li, H. Noh | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
10:30 - 10:43 | GEOTECHNICAL SEISMIC ISOLATION (GSI): A UNIVERSALLY APPLICABLE APPROACH FOR DESIGN AND RETROFIT H.H. Tsang | |||||||
10:43 - 10:56 | EFFECT OF FOUNDATION INCLINATION ON THE PERFORMANCE OF A LOW-COST SLIDING BASE-ISOLATION SYSTEM Z. Zhang, N. Alexander, A. Sextos | |||||||
10:56 - 11:09 | PERFORMANCE OF SEISMIC BANDS IN STONE MASONRY BUILDING INCORPORATING WALL-TO-WALL CONNECTION S. Upadhyaya, V. Singhal | |||||||
11:09 - 11:22 | POST-TENSIONED CLAMPS TO RETROFIT RC COLUMNS IN LARGE BUILDING INVENTORIES IN DEVELOPING COUNTRIES J.D. Rincon, S. Pujol | |||||||
11:22 - 11:35 | RESILIENCE OF SCHOOL COMMUNITIES IN MALAWI J. Agarwal, R. Parajuli, M. Xanthou, A. Sextos, I. Ngoma, I. Kafodya | |||||||
11:35 - 11:48 | WHAT IF THE 2015 GORKHA EARTHQUAKE HAPPENS AGAIN? HOW HAS RECOVERY MODIFIED THE RISK? D. Maharjan, D. Chapagain, P. Rawal, B. Shrestha, R. Prajapati, G. Basyal, S. Pradhan, S. Shrestha, A. Calderón, C. Yepes-Estrada, V. Silva | |||||||
MONITOR 17 | ||||||||
RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
10:30 - 10:43 | TYPOLOGY ASSESSMENT OF TRADITIONAL STONE MASONRY BUILDINGS IN GARHWAL REGION OF THE INDIAN HIMALAYAS S. Gupta, M. Khajuria, R. Dubey, P.C.A. Kumar | |||||||
10:43 - 10:56 | TYPOLOGY ASSESSMENT OF TRADITIONAL STONE MASONRY BUILDINGS IN THE GARHWAL REGION OF THE HIMALAYAS S. Gupta, R. Dubey, P.C.A. Kumar | |||||||
10:56 - 11:09 | EXPERIMENTAL DETERMINATION OF KINETIC FRICTION FOR LOW-COST PVC-SAND-PVC SEISMIC ISOLATION SYSTEMS Y.M. Sezer, A. Gonzalez-Buelga, A. Diambra, N.A. Alexander, A.G. Sextos | |||||||
11:09 - 11:22 | DESIGNING A SELF-SUFFICIENT AND EARTHQUAKE-RESILIENT FUTURE HOUSE WITH AN OUTER ENCASING STRUCTURE M. Zaryoun, M. Hosseini | |||||||
11:22 - 11:35 | EARTHQUAKE DISASTER RISK ASSESSMENT: A PROPOSAL FOR RISK INDEXING OF BUILT ENVIRONMENTS B. Prakke, P.K. Ramancharla | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 18 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | NUMERICAL AND EXPERIMENTAL STUDY OF RC INFILLED FRAME STRUCTURES CONSIDERING NONLINEAR LOCAL EFFECTS S. Ben-Nun, A. Brodsky | |||||||
10:43 - 10:56 | NUMERICAL EVALUATION PROCEDURE FOR POST-EARTHQUAKE RESIDUAL FATIGUE LIFE OF RC FRAME BUILDINGS J. Mou, M. Tripathi, R.P. Dhakal, R. Chandramohan | |||||||
10:56 - 11:09 | PERFORMANCE-BASED DESIGN OF REINFORCED CONCRETE SYSTEMS INCLUDING THE CONFINEMENT EFFECTS P. Castaldo, E. Miceli, S. Ferrara | |||||||
11:09 - 11:22 | PRE-TEST NUMERICAL MODELING OF THE CFS-NHERI 10-STORY CAPSTONE BUILDING J. Zhang, A. Singh, M. Eladly, B. Schafer, T. Hutchinson | |||||||
11:22 - 11:35 | SEISMIC BEHAVIOR OF PRECAST BUILDING FRAMES UNDER NEAR AND FAR FIELD EARTHQUAKES A.S. Ingle, S.D. Bharti, M.K. Shrimali, J. Panda, H.R. Magarpatil | |||||||
11:35 - 11:48 | SEISMIC ASSESSMENT OF A R.C. CHURCH BUILDING: 3D VS. 2D NON-LINEAR MODELLING G. Brandonisio, M. Postiglione, B. Calderoni, B. Sandoli | |||||||
MONITOR 19 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | SEISMIC RESPONSE OF THE DIAGRID STRUCTURAL SYSTEM E. Tapia-Hernandez, R. Lopez-Tellez | |||||||
10:43 - 10:56 | NON-LINEAR SEISMIC ANALYSES OF THE ITER TOKAMAK COMPLEX AND MACHINE FOR BEYOND DESIGN-BASIS SCENARIOS V. Dominguez, F. Rueda, L. Maqueda, C. Meléndez, D. Combescure, X. Zhang, T. Schioler, L. Patisson | |||||||
10:56 - 11:09 | SIMPLIFIED NONLINEAR MODELING FOR SEISMIC ASSESSMENT OF BUILDINGS J.L. Lin, M.C. Chuang | |||||||
11:09 - 11:22 | SEISMIC DESIGN OF IRREGULAR BUILDINGS: NONLINEAR ANALYSIS AND CASE STUDY OF 1568 ALBERNI, VANCOUVER. E. Dezhdar, F. Bagatini-Cachuco, M. Bilotta, H. Glotman | |||||||
11:22 - 11:35 | VERIFICATION MODEL FOR STRUCTURAL PENETRATIONS IN LOW-RISE THERMALLY BASE-INSULATED BUILDINGS J. Zizmond, M. Dolsek | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE FRAMES ACCOUNTING FOR MATERIAL PROPERTIES UNCERTAINTY D. Novoa, O. Arroyo, J. Obando, D. López-García, J. Carrillo | |||||||
10:43 - 10:56 | THE EFFECT OF FOUNDATION ROCKING ON THE SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES D. Fang, Y. Dong, Q. Su, X. Xv, X. Zhang, F. Guo | |||||||
10:56 - 11:09 | TWO-ELEMENT HYBRID SIMULATION OF A SIX-STORY HYBRID DUCTILE-ROCKING BRACED FRAME H. Zhang, P. Mortazavi, O. Kwon, C. Christopoulos | |||||||
11:09 - 11:22 | SEISMIC PERFORMANCE ASSESSMENT OF WALL-SLAB PRECAST BUILDING MODEL. S. Chougule, S.D. Bharti, M.K. Shrimali, T.K. Datta, J. Arlekar | |||||||
11:22 - 11:35 | THE NATURE OF THE VERTICAL DISTRIBUTION OF SEISMIC RESPONSES IN MULTI-STORY BUILDINGS I.B. Kuzucu, R.B. Fleischman, D. Zhang | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SHM7 - TOWARDS A NEW VISION OF CIVIL ENGINEERING: DIGITAL INNOVATION TO STRUCTURAL HEALTH MANAGEMENT | Convenors: S. Ruggieri, A. Saisi, A. Nettis | ||||||||
10:30 - 10:40 | MULTISOURCE DATA APPROACH FOR SEISMIC FRAGILITY ASSESSMENT OF MASONRY BUILDINGS AT REGIONAL SCALE C. Tosto, V. Leggieri, S. Ruggieri, G. Uva | |||||||
10:40 - 10:50 | DEEP-LEARNING TECHNIQUES FOR STRUCTURAL HEALTH MANAGEMENT OF HISTORICAL CONSTRUCTIONS N. Karimi, M. Mishra, P.B. Lourenço | |||||||
10:50 - 11:00 | BMS-INSAR: GIS PLUGIN FOR BRIDGE PORTFOLIO SERVICE DISPLACEMENT ANALYSIS THROUGH MTINSAR DATA M. Calò, S. Ruggieri, A. Nettis, G. Uva | |||||||
11:00 - 11:10 | RESEARCH ON 3D ASSEMBLY OF PILLARS IN JODO-SHU SAINEN-JI HONDO USING 3D POINT CLOUD H. Sato, H. Kajikawa, Z. Wang | |||||||
11:10 - 11:20 | DIGITAL TWIN FOR THE ONLINE STRUCTURAL CONDITION MONITORING OF A STEEL RAILWAY BRIDGE M. Bravo-Haro, C. Jeon, L. Bull, F. Huseynov, P. Fidler, C. Middleton, J. Schooling | |||||||
11:20 - 11:30 | PROBABILISTIC TRAFFIC LOAD ASSESSMENT OF PRESTRESSED GIRDER BRIDGES CONSIDERING CORROSION EVOLUTION A. Nettis, A. Nettis, S. Ruggieri, G. Uva | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY ANALYSIS OF MASONRY AGGREGATES USING AN AUTOMATED ARCHETYPE-BASED PROCEDURE S. Ruggieri, F.S. Liguori, V. Leggieri, A. Bilotta, A. Madeo, S. Casolo, G. Uva | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | DEVELOPMENT OF USGS NSHMS: DO SMALL CHANGES IN HAZARD IMPLY SMALL CHANGES IN RISK? N.S. Kwong, K. Jaiswal | |||||||
10:45 - 10:57 | NEW SEISMIC RISK SCENARIOS FOR GUATEMALA CITY L.D. Dávila Migoya, C. Gamboa, M.B. Benito Oterino, J.M. Cabrero Ballarín | |||||||
10:57 - 11:09 | LOW-COST SEISMIC RISK ASSESSMENT FOR NUEVO COLON, COLOMBIA N. Perico, J. Luengas, L. Mateus | |||||||
11:09 - 11:21 | RISK ASSESSMENT FOR THE NANKAI TROUGH MEGAQUAKE CONSIDERING THE DIVERSITY OF OCCURRENCE IN JAPAN H. Nakamura, Y. Tokizane, Y. Komaru, H. Fujiwara | |||||||
11:21 - 11:33 | LARGE-SCALE EARTHQUAKE SCENARIO SIMULATION AND APPLICATION ON DISASTER REDUCTION PLANNING IN TAIWAN B. Wu, S. Ke, K. Ma, C. Chan, C. Lin | |||||||
11:33 - 11:45 | SEISMIC RISK ASSESSMENT FOR MITIGATION AND LONG-TERM PLANNING AT THE NATIONAL AND URBAN LEVEL C. Yepes-Estrada, A. Calderón, J. Ordoñez Obando, A. Prieto, N. García-Millán, M. Gómez, K. Jaiswal, R. Chase, H. Yepes | |||||||
MONITOR 23 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | EARTHQUAKE DISASTER RISK INDEX TO ASSIST LOCAL GOVERNMENTS IN EARTHQUAKE-PRONE AREAS B. Prakke, P.K. Ramancharla, C.V.R. Murty | |||||||
10:45 - 10:57 | EXPOSURE DATABASE OF ITALIAN SCHOOL BUILDINGS FOR SEISMIC RISK AND REAL-TIME DAMAGE SCENARIOS M. Faravelli, M. Onida, M. Pagano, D. Quaroni, B. Borzi, E. Speranza, A. Cafardi, E. Damiani | |||||||
10:57 - 11:09 | USING SEISMIC RISK MODELS TO PROMOTE RISK REDUCTION: EXAMPLES FROM LOW-INCOME COMMUNITIES V. Cedillos, H. Stenner, H. Kumar, J. Rodgers, Y. Lotay, L. Tlau, D. Joshi | |||||||
11:09 - 11:21 | EARTHQUAKE OBSERVATION NETWORK FOR MONITORING OF REGIONAL SITUATIONS AFTER LARGE EARTHQUAKES M. Tsuzuki, J. Tobita, H. Kouyama | |||||||
11:21 - 11:33 | HIGH RESOLUTION RAPID EARTHQUAKE CONSEQUENCES ASSESSMENT SYSTEM FOR THE ABURRÁ VALLEY, COLOMBIA J. Leone, J.E. Rincón, A.B. Acevedo, D. González | |||||||
MONITOR 24 | ||||||||
SHR13/14 - HIGH-RESOLUTION SIMULATION OF REGIONAL EARTHQUAKE RISK AND RECOVERY | Convenors: G. Deierlein, M. DeJong, A. Zsarnoczay, A. Taflanidis | ||||||||
10:30 - 10:40 | ASSESSING TRANSPORTATION RESILIENCE USING AN IMAGE-BASED BRIDGE MODEL & SEMI-DYNAMIC TRAFFIC MODEL M.B. Virtucio, B. Zhao, B. Cetiner, E. Taciroglu, K. Soga | |||||||
10:40 - 10:50 | SIMULATE SEISMIC PERFORMANCE OF HIGHWAY BRIDGES IN TRANSPORTATION NETWORKS BY PLOM SURROGATE MODELS P. Lee, K. Zhong, G. Deierlein | |||||||
10:50 - 11:00 | INFLUENCE OF FIDELITY OF REDUCED ORDER MODELS FOR REGIONAL RISK ASSESSMENT APPLICATIONS P. Toofani Movaghar, S. Yi, A. Taflanidis, C. Galasso | |||||||
11:00 - 11:10 | EFFECTS OF SOIL AMPLIFICATION ON BUILDING DAMAGE IN TOKYO LOWLAND DURING THE 1923 KANTO EARTHQUAKE T. Sekiguchi, K. Kimura | |||||||
11:10 - 11:20 | METAMODELS AND FRAGILITY ESTIMATES FOR HIGH-RISE BUILDINGS WITH OUTRIGGER SYSTEMS L. Xing, P. Gardoni, Y. Zhou | |||||||
11:20 - 11:30 | METADATABASE CREATION STOCHASTIC PUSHOVER ANALYSIS AND FEATURE IMPORTANCE STUDY OF STEEL BUILDINGS D. Samadian, I.B. Muhit, N. Dawood | |||||||
11:30 - 11:40 | THE EFFECT OF IMPACT METRICS ON THE INTERPRETATION OF INEQUALITY IN DISASTERS R. Costa, S. Loos | |||||||
MONITOR 25 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
10:30 - 10:42 | CALCULATION METHOD FOR LARGE SEISMIC HAZARD MODELS AND THE 2022 REVISION OF THE NEW ZEALAND NSHM C. DiCaprio, C. Chamberlain, S. Bora, B. Bradley, M. Gerstenberger, A. Hulsey, M. Pagani, M. Simionato | |||||||
10:42 - 10:54 | INVESTIGATION ON THE EFFECT OF RAINFALL AND EARTHQUAKE ON LANDSLIDES USING LS-RAPID D. Vaithiyanathan, S. Vadivel | |||||||
10:54 - 11:06 | DEVELOPMENT OF A SENSOR CLOUD SYSTEM FOR MONITORING EARTHQUAKE MOTION AND DAMAGE H. Azuma, H. Fujiwara | |||||||
11:06 - 11:18 | DEVELOPMENT AND VERIFICATION OF THE JAVA, INDONESIA EXPOSURE MODEL FOR USE IN PSRA R. Weber, P. Cummins, M. Edwards, V. Silva | |||||||
11:18 - 11:30 | OPEN-SOURCE SOFTWARE FOR STATE-DEPENDENT SEISMIC DAMAGE AND LOSSES: THE REAL-TIME LOSS TOOLS C. Nievas, H. Crowley, G. Weatherill | |||||||
11:30 - 11:42 | IMPACT ASSESSMENT OF EEW IN CENTRAL AMERICA B. Orihuela, J. Clinton, A. Papadopoulos, L. Danciu, M. Bose, F. Massin, W. Strauch, R. Yani, L. Mixco | |||||||
11:42 - 11:54 | EVALUATING THE IMPACT OF INTENSITY MEASURE SELECTION ON CONDITIONAL SEISMIC RISK A. Rudman, J. Douglas, E. Tubaldi, F. Scozzese, F. Turchetti | |||||||
MONITOR 26 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
10:30 - 10:42 | TOWARDS 'SWISS 3D MAGNITUDE' A. Altindal, C. Cauzzi, T. Diehl, J. Clinton, N. Deichmann, S. Wiemer | |||||||
10:42 - 10:54 | EVALUATION OF EXISTING EMPIRICAL GROUND-MOTION MODELS FOR HAZARD APPLICATION IN ROMANIA C.O. Cioflan, E.F. Manea, L. Danciu, A. Coman, A. Marmureanu | |||||||
10:54 - 11:06 | EGSIM: AN INTERACTIVE WEBSERVICE FOR EXPLORING GROUND MOTION MODELS AND OBSERVATIONAL DATA R. Zaccarelli, G. Weatherill, D. Bindi, F. Cotton | |||||||
11:06 - 11:18 | COMPARATIVE ANALYSIS OF EARTHQUAKE CATALOGS FOR NORTH MACEDONIA Z. Neziri, R. Salic Makreska | |||||||
11:18 - 11:30 | THE ISC COMPREHENSIVE EARTHQUAKE LIST (1904-PRESENT: M >= 4.8) D. Di Giacomo, D. Storchak | |||||||
11:30 - 11:42 | SITE-SPECIFIC CHECKS OF PROBABILISTIC SEISMIC HAZARD MODELS WITH MACROSEISMIC HISTORICAL RECORDS R. Paolucci, D. Albarello | |||||||
11:42 - 11:54 | UNVEILING GROUND MOTION COMPILATION AND TESTING METHODS FOR 2024 EARTHQUAKE MODEL OF THE MIDDLE EAST M.A. Sandikkaya, A. Kale, M. Zare, A. Askan, H. Yalcin, K. Sesetyan, L. Danciu, S. Akkar, B. Guryuva, O. Okasu | |||||||
MONITOR 27 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:46 | EFFICIENT TSUNAMI INUNDATION PREDICTION UTILIZING DEEP NEURAL NETWORKS Y. Fukutani, M. Motoki | |||||||
10:46 - 11:00 | PROBABILITY DISTRIBUTIONS OF TSUNAMI INTENSITY MEASURES WITH CNNS FROM UPLIFT DATA M. Buenrostro, J.G.F. Crempien, R. Jünemann, A. Urrutia | |||||||
11:00 - 11:14 | DATA SURVEY OF SEISMICALLY ISOLATED BUILDINGS IN THE EXPECTED TSUNAMI INUNDATION AREAS IN JAPAN N. Hirata, M. Kobayashi | |||||||
11:14 - 11:28 | DEMONSTRATING SENSITIVITY OF HAZARD AND RISK ESTIMATES TO ALTERNATIVE TSUNAMI MODELS V. Sadashiva, X. Wang, B. Lukovic, D. Heron | |||||||
11:28 - 11:42 | ESTIMATION OF TSUNAMI HAZARD IN THE INDO-PACIFIC REGION D. Shanker, N. Sabah | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 28 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | ANALYTICAL TSUNAMI FRAGILITY ASSESSMENT USING CLOUD ANALYSIS J. Wu, F. Jalayer, H. Ebrahimian, S. Lorito, M. Volpe | |||||||
10:45 - 10:55 | CONSISTENT EARTHQUAKE AND TSUNAMI SEQUENTIAL ANALYSIS OF A REINFORCED CONCRETE RESIDENTIAL BUILDING J. Nebrijo, R. Junemann | |||||||
10:55 - 11:05 | UPDATING THE CAPACITY FOR RESISTANCE : APPLICATION TO AN EARTHQUAKE-TSUNAMI CASCADE SCENARIO C. Negulescu, A. Lemoine, S. Le Roy, R. Pedreros, A. Nachbaur, P. Gehl, K. Trevlopoulos | |||||||
11:05 - 11:15 | IMPROVING COMMUNITY RESILIENCE FOR ASSESSING THE PERFORMANCE OF STRUCTURES UNDER TSUNAMI HAZARD M. Del Zoppo, T. Rossetto, J. Melo, M. Di Ludovico, A. Arede, A. Prota, H. Varum, I. Chandler | |||||||
11:15 - 11:25 | CONTEXT-SPECIFICITY OF TSUNAMI VULNERABILITY MODELS FOR BUILT ASSETS J.H. Williams, R. Paulik, W. Khairunisa, T. Kenanthus Avica Putra, A. Gusman | |||||||
11:25 - 11:35 | KAMAISHI BAY SERVES AS A STARK REMINDER OF THE DYNAMIC AND CASCADING EARTHQUAKE AND TSUNAMI EFFECTS C. Reis, R. Omira, R. Omira | |||||||
11:35 - 11:45 | DISCUSSION |
THURSDAY | 14:30 - 15:45 |
SPACE 1 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
14:30 - 14:40 | AMPLIFICATION FACTORS OF TORSIONALLY COUPLED RC FRAME BUILDINGS USING ARTIFICIAL INTELLIGENCE J.C. De La LLera, M. Arre, F. Bertin, J.P. Muñoz, J.C. Reyes | |||||||
14:40 - 14:50 | ASSESSMENT OF COLLAPSE SAFETY OF TORSIONAL SENSITIVE STEEL BUILDINGS UNDER BIDIRECTIONAL EXCITATIONS M. Dakour, L. Tirca, A. Athanasiou, T. Stathopoulos | |||||||
14:50 - 15:00 | TORSIONAL POUNDING BETWEEN ADJACENT BUILDINGS WITH DIFFERENT CONFIGURATIONS DURING EARTHQUAKES M. Miari, R. Jankowski | |||||||
15:00 - 15:10 | TORSIONAL EFFECTS INDUCED BY AN ECCENTRIC WALL IN ONE-STOREY FRAME STRUCTURES S. Silvestri, M. Marra, E. Ghini, G. Gasparini, M. Palermo, T. Trombetti | |||||||
15:10 - 15:20 | ASSESSMENT OF PLAN IRREGULARITY LIMITS IN THE NEW ZEALAND STANDARD - NZS 1170.5 U. Uwaoma, T. Thonstad, M. Stephens | |||||||
15:20 - 15:30 | FRAGILITY CURVES OF MASONRY BUILDING AGGREGATES INCLUDING BAYESIAN MODEL UPDATING A.M. Marra, V. Cardinali, M. De Stefano | |||||||
15:30 - 15:40 | SEISMIC ANALYSIS ON LINEAR/NONLINEAR UNSYMMETRICAL BUILDINGS CONSIDERING SSSI F. Vicencio, N. Alexander | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
14:30 - 14:45 | RECYCLED RUBBER - FIBER REINFORCED BEARINGS (RR-FRBS): A TEN-YEAR RESEARCH SUMMARY A. Calabrese, S. Galano, G. Serino | |||||||
14:45 - 15:00 | THE IMPROVEMENT OF THE SEISMIC VULNERABILITY OF STEEL STORAGE TANKS WITH SLIDING ISOLATORS R.R. Milanesi, G. Gabbianelli, E. Gandelli, P. Dubini, R. Nascimbene | |||||||
15:00 - 15:15 | GEOTECHNICAL SEISMIC ISOLATION OF RESIDENTIAL WOOD FRAME CONSTRUCTION F. Berber, G. Lomiento | |||||||
15:15 - 15:30 | EXPERIMENTAL RESPONSE OF FRICTION JOINTS WITH DIFFERENT BOLT ASSEMBLIES AND DISK SPRINGS LAYOUT A.B. Francavilla, M. Latour, G. Rizzano, F. Nigro, V. Piluso | |||||||
15:30 - 15:45 | SEISMIC BEHAVIOR OF ISOLATED STRUCTURES UNDER SUBDUCTION AND CRUSTAL GROUND MOTIONS: A COMPARATIVE STUDY F. Gutierrez-Urzua, F. Freddi, J.C. de la Llera, J.G.F. Crempien, J.A. Gallardo, J.P. Munoz, T. Rossetto, S. Dede, J. Cembrano, F. Rivera, M.F. Chacon | |||||||
BROWN 1 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
14:30 - 14:40 | HAPPY B-DAY ENGINEERING STRONG-MOTION (ESM) DATABASE! 10 YEARS FROM THE CONCEPTION TO THE FUTURE CHA G. Lanzano, L. Luzi, C. Felicetta, E. Russo, M. D Amico, C. Mascandola, L. Vitrano, S. Sgobba, F. Pacor | |||||||
14:40 - 14:50 | TAIWAN SEISMOLOGICAL AND GEOPHYSICAL DATA MANAGEMENT SYSTEM (TAIWAN GDMS) W. Liang, N. Hsiao, W. Lee, C. Lee, H. Chiu, C. Liao, D. Chen, Y. Chang | |||||||
14:50 - 15:00 | STUDY ON CHINA STRONG MOTION DATABASE OF NATIONAL STRONG MOTION OBSERVATION NETWORK SYSTEM Q. Xie, Q. Ma, L. Qian, H. Fu, J. Li, D. Tao, L. Lou, C. Yang | |||||||
15:00 - 15:10 | VALIDATION ANALYSIS OF SEAFLOOR STRONG MOTION DATA RECORDED BY S-NET IN THE JAPAN TRENCH AREA Y.P. Dhakal, T. Kunugi | |||||||
15:10 - 15:20 | ROBUST SITE CHARACTERIZATION AT SEISMIC STATIONS BY BOREHOLE INVESTIGATIONS IN SOUTHEASTERN KOREA C.G. Sun, H.I. Cho, H.S. Kim, M.G. Lee | |||||||
15:20 - 15:30 | DESIGN AND IMPLEMENTATION OF THE PHILIPPINE PUBLIC SEISMIC NETWORK FOR RESEARCH AND EDUCATION C.J. Sanchez, J.C. Cabang, A.M. Lagmay | |||||||
15:30 - 15:40 | SEISMOLOGY DOWN UNDER: ENGINEERING GROUND-MOTION DATABASES IN REGIONS OF SPARSE MONITORING NETWORKS T. Allen, H. Ghasemi, R. Ebrahimi | |||||||
15:40 - 15:50 | CRISP: A DATABASE FOR THE SITE CHARACTERIZATION OF THE ITALIAN SEISMIC NETWORK A. Mercuri, G. Cultrera, M. Quintiliani, L. Minarelli, G. Tarabusi, CRISP Working Group | |||||||
BROWN 2 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenors: M. Latour, B. Simpson, S. Ramhormozian | ||||||||
14:30 - 14:42 | FLEXURAL PERFORMANCE OF HYBRID BEAM SYSTEM WITH SLAB-WEB INTERFACE R. Singh, Y. Sato, H. Sasaki, S. Kono | |||||||
14:42 - 14:54 | PUSHOVER ANALYSIS OF FULL-SCALE INNOVATIVE HYBRID COUPLED WALL SYSTEMS R. Das, F. Scozzese, C. Vulcu, B. Hoffmeister, A. Zona, H. Degee | |||||||
14:54 - 15:06 | SEISMIC BEHAVIOR OF EXTERIOR RC COLUMN-TO-STEEL BEAM JOINTS WITH AND WITHOUT TRANSVERSE BEAM K. Murari, P.C.A. Kumar, S. Shiradhonkar | |||||||
15:06 - 15:18 | CYCLIC TESTS OF SUBASSEMBLAGE CONNECTIONS FOR SRC OR RC BEAM TO A CONCRETE-FILLED STEEL BOX COLUMN Y.F. Liu, C.C. Chou, P.C. Chao, Y.S. Chen, T.K. Chow, S.J. Jhuang | |||||||
15:18 - 15:30 | BEHAVIOUR OF RUBBERISED CONCRETE-FILLED CIRCULAR STEEL TUBES UNDER CYCLIC LOADING A.Y. Elghazouli, A. Mujdeci, D.V. Bompa, Y.T. Guo | |||||||
15:30 - 15:45 | EXPERIMENTAL AND NUMERICAL STUDIES ON CYCLIC RESPONSE OF POST-TENSIONED CFT AND RC ROCKING COLUMNS T. Chen, Y. Shen, X. Wang, J. Li | |||||||
AMBER 1 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | SEISMIC RESPONSE OF MODERN CLAY MASONRY BUILDINGS STRUCK BY RECENT EARTHQUAKES IN ITALY: AN OVERVIEW F. Mosele | |||||||
14:45 - 14:55 | EXPERIMENTAL INVESTIGATION OF THE SIZE EFFECT ON THE SEISMIC BEHAVIOUR OF UNREINFORCED MASONRY WALLS E. Inzunza Araya, S. Saloustros, K. Beyer | |||||||
14:55 - 15:05 | PROPOSED TEST SETUP FOR SIMULTANEOUS IN-PLANE AND OUT-OF-PLANE LOADINGS ON FULL-SCALE URM WALLS L. Sailo, R.N. Dubey | |||||||
15:05 - 15:15 | SEISMIC DESIGN OF MODERN CLAY BRICK MASONRY STRUCTURES S. Chatterji, N. Salentin, C. Butenweg, N. Boesen, U. Meyer | |||||||
15:15 - 15:25 | EVALUATION OF BEHAVIOR FACTOR Q FOR LINEAR ANALYSES OF URM BUILDINGS P. Morandi, C. Butenweg, K. Beyer, G. Magenes | |||||||
15:25 - 15:35 | REDISTRIBUTION OF FORCES AFTER LINEAR ANALYSIS IN SEISMIC DESIGN/ASSESMENT OF MASONRY BUILDINGS N. Damiani, G. Magenes | |||||||
15:35 - 15:45 | NEW METHOD IN EN1996 FOR THE VERIFICATION OF SECOND-ORDER EFFECTS IN LOAD-BEARING MASONRY WALLS M. Donà, P. Morandi, C.F. Manzini, F. da Porto, G. Magenes | |||||||
AMBER 2 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
14:30 - 14:40 | A STEP-BY-STEP MULTIDISCIPLINARY APPROACH TO IMPROVE THE KNOWLEDGE LEVEL TOWARDS THE DESIGN OF MINIMUM NECESSARY STRUCTURAL RESTORATION INTERVENTIONS A. Miltiadou-Fezans, N. Delinikolas | |||||||
14:40 - 14:50 | DERIVATION OF FRAGILITY CURVES FOR ITALIAN MASONRY CHURCHES FROM POST-EARTHQUAKE DAMAGE DATA C. Carbone, A. Rosti, M. Rota, A. Penna | |||||||
14:50 - 15:00 | MODELLING STRATEGIES AND EVALUATION OF THE EFFECTIVENESS OF INTERVENTIONS ON SAN SEBASTIANO CHURCH M. Rampado, E. Cescatti, F. Rossetto, F. da Porto, C. Modena | |||||||
15:00 - 15:10 | A SOFTWARE TOOL FOR RIGID BLOCK ANALYSIS OF LOCAL FAILURE MECHANISMS IN HISTORIC MASONRY STRUCTURES F.P.A. Portioli, R. Gagliardo, L. Cascini | |||||||
15:10 - 15:20 | ANALYTICAL FORMULATIONS FOR THE NONLINEAR DYNAMIC BEHAVIOUR OF MINARETS D. Baraldi, G. Milani, V. Sarhosis | |||||||
15:20 - 15:30 | FRAGILITY ANALYSIS FOR ANCIENT STONE PAGODA USING DISTINCT ELEMENT METHOD N.S. Tra, D.H. Lee, G. Lee, S. Lee, K. Lee | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
AMBER 3 | ||||||||
SHM2/BCI7 - TRANSPORTATION INFRASTRUCTURE: MONITORING AND ANALYSIS WITHIN A MULTI-HAZARD CONTEXT | Convenors: F. Ubertini, W. Salvatore, S. Laflamme, M.P. Limongelli, S. Mitoulis | ||||||||
14:30 - 14:41 | MULTI-HAZARD FRAGILITY UPDATING USING STRUCTURAL HEALTH MONITORING I. Prentzas, S. Diamantopoulos, M. Fragiadakis | |||||||
14:41 - 14:52 | STRUCTURAL CAPACITY ASSESSMENT OF DETERIORATED RC BRIDGES USING CALIBRATED MATERIAL MODELS S. Diamantopoulos, I. Prentzas, M. Fragiadakis | |||||||
14:52 - 15:03 | FUNCTIONALIZED 3D PRINTED CEMENTITIOUS MATERIALS USING CARBON MICROFIBERS FOR STRAIN SENSING H. Liu, S. Laflamme, A. D Alessandro, F. Ubertini | |||||||
15:03 - 15:14 | RANDOMIZED OPTIMIZATION OF OMA ALGORITHMS FOR DENSELY INSTRUMENTED MULTI-SPAN BRIDGES E. Tomassini, E. García-Macías, I. Venanzi, F. Ubertini | |||||||
15:14 - 15:25 | AUTOMATED SOFTWARE TOOLS TO CLOSE THE GAP IN THE TECHNOLOGY TRANSFER OF SHM E. García Macías, E. Tomassini, I.A. Hernandez-Gonzalez, I. Venanzi, F. Ubertini | |||||||
15:25 - 15:36 | EVALUATION ON DIFFERENT SIMILITUDE LAWS FOR UNDERWATER SHAKING TABLE MODEL TESTS Q.H. Han, M.Y. Li, Z.X. Wang | |||||||
15:36 - 15:47 | VALIDATION OF NON-DESTRUCTIVE TESTS FOR DAMAGE DETECTION IN PRESTRESSED CONCRETE BRIDGES S. Zorzi, F. Rossi, D. Tonelli, A. Lotti, E. Tubaldi, D. Zonta | |||||||
AMBER 4 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
14:30 - 14:45 | PREDICTING SEISMIC SHAKING IN THE ERA OF BIG DATA F. Cotton, G. Weatherill, C. Zhu, H. Lilienkamp, R. Eshahani | |||||||
14:45 - 14:55 | SAR AND INSAR PROCESSING FOR EARTHQUAKE EFFECTS: A SHORT REVIEW ON BACKGROUND AND NEW POTENTIALS R. Eskandari, M. Scaioni | |||||||
14:55 - 15:05 | CAPTURING MULTIPLE SEISMIC EVENTS FROM DAS DATA USING MACHINE LEARNING Y. Zhong, C. Gu, P. Wu, B. Kang, W. Xu, S. Xu, X. Lu | |||||||
15:05 - 15:15 | AN EARTHQUAKE CATALOGUE FOR ICELAND AND THE NORTHERN MID-ATLANTIC RIDGE 1900–2023 K. Jonasson, B. Bessason | |||||||
15:15 - 15:25 | BAYESIAN MODELLING IN FLUID-INDUCED SEISMICITY: THE GELDINGANES GEOTHERMAL STIMULATION PROJECT M. Broccardo, A. Mignan, F. Grigoli, D. Karvounis, A.P. Rinaldi, S. Wiemer | |||||||
15:25 - 15:35 | A METHOD FOR SEISMIC INTENSITY ASSESSMENT AND RESEARCH ON EMERGENCY SERVICE COUNTERMEASURE TECHNOLOGY Q. Liu, L. Jiang, J. Liu, N. Xi, T. Yang | |||||||
15:35 - 15:45 | COMPARING PSHA MODELS AGAINST GROUND MOTION OBSERVATIONS IN EUROPE: ARE WE REALLY BEING FAIR? G. Weatherill, F. Cotton, G. Daniel, I. Zentner | |||||||
AMBER 5 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
14:30 - 14:45 | DEVELOPING AND IMPLEMENTING AN INTERNATIONAL MACROSEISMIC SCALE (IMS) D. Wald, A. Charleson, T. Goded, G. Grunthal, A. Hortacsu, S. Lin, S. Loos, R. Musson, K. Porter, J. Schwarz, V. Silva, E. So, R. Spence, T. Wenk | |||||||
14:45 - 14:55 | DEVELOPMENT OF A MACROSEISMIC SCALE FOR NEW ZEALAND: ALIGNING WITH EMS-98 AND THE DEVELOPING IMS A. Charleson, T. Goded, S. Lin, G. Beattie, J. Ingham, T. Sullivan, A. Hortacsu, D. Wald | |||||||
14:55 - 15:05 | DEVELOPMENT OF A MACROSEISMIC INTENSITY SCALE FOR THE UNITED STATES A. Hortacsu, K. Porter, J. Osteraas, S. Harris, T. Goded, S. Lin, D. Wald | |||||||
15:05 - 15:15 | HOW TO LINK WHE HOUSING REPORTS WITH EMS-98 (IMS-24) VULNERABILITY TABLE J. Schwarz, L. Abrahamczyk | |||||||
15:15 - 15:25 | ADVANCEMENTS IN ESTIMATING LOW MACROSEISMIC INTENSITIES: DIRECTIONS FOR SCALES IMPROVEMENT P. Sbarra, P. Tosi, V. De Rubeis | |||||||
15:25 - 15:35 | TOWARDS AN INTERNATIONALLY COMPATIBLE NEW ZEALAND MACROSEISMIC SCALE: HISTORY AND FUTURE NEEDS T. Goded, S. Lin, A. Charleson, G. Beattie, J. Ingham, T. Sullivan, A. Hortacsu | |||||||
15:35 - 15:45 | CHALLENGES IN DAMAGE PROGNOSIS FOR REINFORCED CONCRETE STRUCTURES CONCERNING THE LEVEL OF EARTHQUAKE-RESISTANT DESIGN M. Haweyou, J. Schwarz, L. Abrahamczyk, T. Wenk | |||||||
AMBER 6 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
14:30 - 14:40 | CATEGORIZATION OF THE ITALIAN SINGLE-STOREY PRECAST CONCRETE BUILDING STOCK D. Bellotti, F. Cavalieri, R. Nascimbene | |||||||
14:40 - 14:50 | SEISMIC RESPONSE AND ENVIRONMENTAL IMPACT OF REHABILITATION STRATEGIES FOR PRECAST STRUCTURES F. Cavalieri, D. Bellotti, M. Caruso, R. Nascimbene | |||||||
14:50 - 15:00 | DESIGN OF ITALIAN RC PRECAST STRUCTURES ACCORDING TO THE NEW GENERATION OF EUROCODE 8 C. Di Salvatore, G. Magliulo, T. Isakovic | |||||||
15:00 - 15:10 | EXPERIMENTAL INVESTIGATION OF HORIZONTAL CLADDING PANEL CONNECTIONS IN INDUSTRIAL PRECAST RC BUILDINGS L. Ostetto, R. Sousa, P. Fernandes, H. Rodrigues | |||||||
15:10 - 15:20 | CONSIDERATION ON THE DEVELOPMENT OF THE SEISMIC RISK OF AN EXISTING PRECAST BUILDING AFTER RETROFIT INTERVENTIONS M.E. Minkada, A. Belleri, M. Bosio, P. Riva, S. Labò | |||||||
15:20 - 15:30 | SEISMIC ASSESSMENT OF PRECAST PRE-STRESSED CONCRETE FLOORS A.I. Sarkis, T.J. Sullivan, E. Brunesi, R. Nascimbene | |||||||
15:30 - 15:40 | EARTHQUAKE-INDUCED WEB CRACKING IN HOLLOW-CORE FLOORS F. Büker, K. Elwood, L. Hogan, M. Parr, G. de Francesco, D.K. Bull, T.J. Sullivan | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
AMBER 7 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | IMPLEMENTATION OF ROTATIONAL FRICTION DAMPERS IN BUILDINGS AND STRUCTURES I. Mualla | |||||||
14:45 - 14:57 | LIFETIME BEHAVIOR OF FRICTIONAL INTERFACES IN SEISMIC PROTECTIVE SYSTEMS M. Constantinou | |||||||
14:57 - 15:09 | AGING EFFECT ON SLIDING BEARING EXPOSED TO OUTDOOR FOR 11 YEARS N. Kamoshita, T. Wake | |||||||
15:09 - 15:21 | EXPERIMENTAL CHARACTERIZATION OF COMPOSITE MATERIALS IN FRICTION-BASED FORCE-LIMITING CONNECTIONS K. Chen, G. Tsampras | |||||||
15:21 - 15:33 | STOCHASTIC ANALYSIS OF STEEL STRUCTURE EQUIPPED WITH FREEDAM DAMPERS WITH DIFFERENT COATING MATERIAL M. Maglio, R. Montuori, E. Nastri, V. Piluso, A. Pisapia | |||||||
15:33 - 15:45 | ASYMMETRIC FRICTION CONNECTIONS (AFCS) FOR STEEL BUILDINGS - HYSTERESIS LOOP MODEL J.C. Chanchi Golondrino, B.D. Agudelo Bueno, G.A. MacRae | |||||||
AMBER 8 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:42 | GEOTECHNICAL SEISMIC ISOLATION (GSI): A LOW-DAMAGE RESILIENT DESIGN APPROACH H.H. Tsang | |||||||
14:42 - 14:51 | SHAKING TABLE TESTS ON GEOTECHNICAL SEISMIC ISOLATION FOR MEDIUM RISE BUILDINGS USING EPS BEADS SAND A. Edincliler, O. Yildiz | |||||||
14:51 - 15:00 | LARGE-SCALE TESTING OF ROCKING SHALLOW FOUNDATIONS ON TIRE-DERIVED AGGREGATES A. Yarahuaman Chamorro, J. McCartney | |||||||
15:00 - 15:09 | EFFECT OF THICKNESS ON THE ENERGY DISSIPATION EFFICIENCY OF GSI WITH GRAVEL-RUBBER MIXTURES G. Chiaro, D. Forcellini, A. Palermo, L. Bansiak | |||||||
15:09 - 15:18 | LOW-COST GEOTECHNICAL SEISMIC ISOLATION METHODS BASED ON STONE PEBBLES: A SHAKE-TABLE STUDY I. Banovic, J. Radnic, N. Grgic, M. Galic | |||||||
15:18 - 15:27 | SEISMIC ISOLATION VIA AN INERTER ENHANCED LAYERED PERIODIC FOUNDATION Z. Cheng, F. Li, Z. Shi | |||||||
15:27 - 15:36 | ASSESSMENT OF WRAPPED STONES AS A LOW-COST SEISMIC ISOLATION SYSTEM A. Rasheed, C. Málaga-Chuquitaye | |||||||
15:36 - 15:45 | DISCUSSION | |||||||
SUITE 6 | ||||||||
SDM11 - RECENT FINDINGS ON THE EFFECT OF GROUND MOTION VERTICAL ACCELERATIONS ON BUILDING STRUCTURES | Convenors: F. Zareian, L. Ibarra | ||||||||
14:30 - 14:40 | VERTICAL ACCELERATION DEMANDS IN REGULAR STEEL-FRAME STRUCTURES: RECENT FINDINGS AND PERSPECTIVES C. Adam, N. Gremer, L. Moschen, R. Medina, T. Furtmüller | |||||||
14:40 - 14:50 | VERTICAL ACCELERATIONS ON A 10-STORY STEEL BUILDING SUBJECTED TO SEISMIC LOADING L. Ibarra, R. Adhikari, T. Yan, T. Nagae, T. Asai, J. Fujiwara, F. Zareian | |||||||
14:50 - 15:00 | IMPACT OF VERTICAL ACCELERATIONS ON A RESILIENT-DESIGNED SLENDER BASE-ISOLATED STEEL BUILDING A. Tena-Colunga, F. Parra | |||||||
15:00 - 15:10 | A STUDY OF THE EFFECTS OF VERTICAL GROUND MOTIONS ON COLUMN AXIAL FORCES IN TALL CORE-WALL BUILDINGS C.I. Chen, J.P. Moehle | |||||||
15:10 - 15:20 | VERTICAL SOIL-STRUCTURE-INTERACTION INFERRED FROM STRONG MOTIONS RECORDED IN HIGH-RISE RC BUILDINGS M. Nagano | |||||||
15:20 - 15:30 | DYNAMICS OF BUILDINGS IN THE VERTICAL COMPONENT A. Acosta, E. Miranda, G. Deierlein | |||||||
15:30 - 15:40 | EFFECT OF VERTICAL GROUND MOTIONS ON SEISMIC ISOLATION DESIGN OF THE CANADIAN PARLIAMENT BUILDING A. Bebamzadeh, J. Sherstobitoff, D. Carson, D. Arnold, I. Aiken, C. Black, M. Walters, A. Roufegarinejad | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
SUITE 7 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
14:30 - 14:40 | THE EFFECTS OF INFILL ASPECT RATIO AND STRENGTH ON THE PERFORMANCE OF INFILLED RC FRAMES H. Mohamed, X. Romão | |||||||
14:40 - 14:50 | SEISMIC ASSESSMENT AND DESIGN OF URM INFILLS: FROM TESTS TO PROPOSALS FOR CODES R.R. Milanesi, P. Morandi, M. Kurukulasuriya, G. Magenes | |||||||
14:50 - 15:00 | IMPLICATIONS OF MASONRY INFILLS VARIABILITY ON THE SEISMIC RISK ASSESSMENT OF EXISTING RC BUILDINGS G. Mucedero, R. Monteiro | |||||||
15:00 - 15:10 | ROLE OF INFILLS ON THE SEISMIC RESPONSE OF EXISTING RC BUILDINGS RETROFITTED BY SOLVING SHEAR FAILUR M.T. De Risi, S.A. Scala, C. Del Gaudio, G.M. Verderame | |||||||
15:10 - 15:20 | TEST-INFORMED CALIBRATION OF NUMERICAL MODELLING FOR IP RESPONSE OF MASONRY INFILLS S. Rostamkalaee, E. Brunesi, S. Peloso | |||||||
15:20 - 15:30 | SURROGATE MODELING FOR SEISMIC FRAGILITY PREDICTION OF MASONRY INFILLED RC FRAMES R. Chelapramkandy, J. Ghosh, F. Freddi | |||||||
15:30 - 15:40 | FRAGILITY CURVES FOR INFILLED RC BUILDINGS IN AS-BUILT AND RETROFITTED CONFIGURATION M. Gaetani d Aragona, M. Polese, A. Prota | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
SUITE 8 | ||||||||
REC3 - EARTHQUAKE RECONNAISSANCE AND STRUCTURAL EVALUTION WITH LIDAR TECHNOLOGIES | Convenors: J. Berman, L. Lowes | ||||||||
14:30 - 14:35 | OVERVIEW OF THE HE NHERI RAPID FACILITY TOOLS FOR EARTHQUAKE RECONNAISSANCE J. Berman, J. Wartman, L. Lowes, N. Errett, M. Olsen, M. Grilliot, A. Lyda, J. Zdebski, K. Dedinsky, E. Che | |||||||
14:35 - 14:45 | ASSESSING THE MULTI-HAZARD IMPACT OF HURRICANE MARIA & EARTHQUAKE SERIES IN PONCE, PR USING IMAGING A. Hain, A.E. Zaghi, J. Padgett | |||||||
14:45 - 14:55 | EVALUATING SEISMIC DAMAGE TO WOOD FRAME BUILDING USING LIDAR MEASUREMENTS M. Koliou, M. Aghababaei, T. Nagae, C. Pantelides, K. Ryan, A. Barbosa, S. Pei, J. van de Lindt, S. Dashti | |||||||
14:55 - 15:05 | LIDAR MONITORING OF A FULL-SCALE REINFORCED CONCRETE BUILDING TESTED VIA SHAKE-TABLE P. Calvi, E. Che, L. Lowes, J. Berman, W. Galik | |||||||
15:05 - 15:15 | SEISMIC STRUCTURAL ASSESSMENTS FOR BUILDINGS EXPOSED TO A CORROSIVE ENVIRONMENT E. Fischer, A. Saccente, J. Berman, E. Che | |||||||
15:15 - 15:25 | 3D CHARACTERIZATION OF A 10 STORY BUILDING SPECIMEN USING TERRESTRIAL LIDAR/UAV-BASED PHOTOGRAMMETRY E. Lo, J. Driscoll, H. Lozano Bravo, T. Norton, S. Sorosh, T.C. Hutchinson, S. Pei, K. Ryan, N. Driscoll, F. Kuester | |||||||
15:25 - 15:35 | DAMAGE AND RECOVERY MONITORING OF THE 2018 HOKKAIDO-IBURI EARTHQUAKE USING AIRBORNE LIDAR DATA F. Yamazaki, W. Liu | |||||||
15:35 - 15:45 | LIDAR-BASED ASSESSMENT OF EARTHQUAKE-INDUCED BUILDING DAMAGE: THE NAPA CASE STUDY F. Foroughnia, V. Macchiarulo, L. Berg, M. DeJong, P. Milillo, K.W. Hudnut, K. Gavin, G. Giardina | |||||||
SUITE 9 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | ADVANCING RESILIENT STAIR SYSTEMS CONSIDERING FRICTION-BASED DRIFT-COMPATIBLE CONNECTIONS S. Sorosh, T.C. Hutchinson, K. Smith, A. Kovac | |||||||
14:40 - 14:50 | ASSESSMENT OF EXPERIMENTAL TESTS ON CLT PANELS AS INFILL SYSTEMS FOR EXISTING STRUCTURES G. Iovane, A. Prota, B. Faggiano | |||||||
14:50 - 15:00 | SPECIAL TESTS ON TIES TO INCREASE THE SEISMIC PERFORMANCE OF MASONRY INFILL WALLS M. Roik, C. Piesker, L. Abrahamczyk, F. Anic, T. Doksanovic, D. Penava | |||||||
15:00 - 15:10 | FRAGILITY ANALYSIS OF NON-STRUCTURAL REINFORCED CONCRETE WALLS P. Rajbhandari, T. Obara, S. Kono | |||||||
15:10 - 15:20 | DEFORMATION LIMITS FOR CONTINUOUS USE AND FALLOUT OF NON-STRUCTURAL EXTERIOR WALLS WITH METAL PANELS M. Kurosawa, S. Kishiki | |||||||
15:20 - 15:30 | NONLINEAR DYNAMIC ANALYSES OF A CABLE-NET GLASS FAÇADE UNDER EARTHQUAKE EXCITATION A. Reggio, G. Brancasi, G. Manara, F. Occhineri, M. Corrado | |||||||
15:30 - 15:40 | IN-PLANE QUASI-STATIC TESTS ON LIGHT WOOD-FRAME WALLS WITH ANCHORED BRICK VENEER J. Singaucho, A. Stavridis, C. Clark, D. Dolan, R. Bennett, J. Bryja, C. Fried | |||||||
15:40 - 15:50 | PERFORMANCE OF SELF-CENTERING PRECAST CONCRETE WALL STRUCTURES INCORPORATING LOW-DAMAGE INFILL WALLS H. Wu, X. Zhu, Y. Zhou |
THURSDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
14:30 - 14:42 | MACHINE LEARNING-BASED SURROGATE MODEL TO SUPPORT RESILIENCE-ORIENTED PRELIMINARY SEISMIC DESIGN Q. Tang, Y. Cui | |||||||
14:42 - 14:54 | SPATIAL-VARIANT CAUSAL BAYESIAN INFERENCE FOR RAPID SEISMIC GROUND FAILURES AND IMPACTS ESTIMATION X. Li, S. Xu | |||||||
14:54 - 15:06 | AN AI BASED PARTICLE SWARM OPTIMIZATION METHOD FOR VIBRATION REDUCTION OF A SPACE FRAMED STRUCTURE P. Chaudhuri, R. Manikandan | |||||||
15:06 - 15:18 | A STUDY OF GROUND MOTION FIELD PREDICTION BASED ON U-NET NEURAL NETWORK J. Yi, Y. Zhang, Y. Zhang, H. You, S. Wang, P. Liu, F. Zhao, W. Li | |||||||
15:18 - 15:30 | A HYBRID DEEP LEARNING AND BAYESIAN UPDATING BASED REGIONAL EARTHQUAKE EARLY WARNING FRAMEWORK J. Fayaz, R. Astroza, S. Ruiz | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
14:30 - 14:42 | MACHINE LEARNING-BASED SEISMIC RESPONSE AND PERFORMANCE ASSESSMENT OF REINFORCED CONCRETE FRAMES F. Kazemi, N. Asgarkhani, N. Lasowicz, R. Jankowski | |||||||
14:42 - 14:54 | POST-EARTHQUAKE RAPID ASSESSMENT FOR UHV TRANSFORMER BUSHING USING MACHINE LEARNING TECHNIQUES W. Zhu, M. Wu, Q. Xie | |||||||
14:54 - 15:06 | MACHINE LEARNING FOR PREDICTING SEISMIC DRIFT RESPONSES OF REINFORCED CONCRETE WALL STRUCTURES H. Nguyen, C. Kim, M. Shin | |||||||
15:06 - 15:18 | PHYSICS-BASED FRAGILITY ASSESSMENT OF REGIONAL BUILDINGS USING EFFICIENT BAYESIAN METAMODELING F. Xiong, P. Su, Y. Lu | |||||||
15:18 - 15:30 | GENETIC ALGORITHM OPTIMIZATION FOR BUILDINGS USING SITE-SPECIFIC EARTHQUAKE GROUND MOTION DATA L. Guieb, G. Lorenzo, S. Guirnaldo, E.R. Aleluya, W. Guieb | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
14:30 - 14:42 | SYNTHESIS OF DESIGN SPECTRUM-COMPATIBLE GROUND MOTIONS CONSIDERING NONLINEAR RESPONSE INTENSITY D. Lin, R. Honda | |||||||
14:42 - 14:54 | EXPLAINABLE MACHINE LEARNING MODELS FOR DESIGNING CABLE RESTRAINER OF FAULT-CROSSING BRIDGES F. Zhang, Y. Fu, J. Wang | |||||||
14:54 - 15:06 | RECONSTRUCT GROUD MOTION WAVEFORMS ALL AROUND WITHOUT FAULT INVERSION USING MASKED AUTOENCODERS B. Kang, P. Wu, C. Gu, Y. Zhong, C. Zhuoyu | |||||||
15:06 - 15:18 | NEURAL NETWORK INVERSION FOR THE OPTIMAL DESIGN OF EARTHQUAKE-RESISTANT STEEL FRAMES J. Gacitua, A. Montisci, F. Pibi, M.C. Porcu, J.C. Vielma | |||||||
15:18 - 15:30 | MACHINE LEARNING-BASED CRACK DETECTION OF INFILL WALLS FOR RETROFITTING DAMAGED BUILDINGS F. Kazemi, N. Asgarkhani, R. Jankowski | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
ASR3/4 - RISK-BASED ASSESSMENT METHODS AND RETROFITTING STRATEGIES: SYNERGIES BETWEEN SEISMIC, ENERGY AND ENVIRONMENTAL BEHAVIOR | Convenors: A. Tsiavos, R. Monteiro, R. Bento, M. Caruso, D. Frangopol, A. Liel | ||||||||
14:30 - 14:45 | LIFE-CYCLE COST OPTIMIZATION OF DISSIPATIVE BRACING SYSTEMS FOR SEISMIC RETROFITTING OF RC BUILDINGS R. Laguardia, P. Franchin, S. Tesfamariam | |||||||
14:45 - 15:00 | EVOLUTION OF SUSTAINABLE STRUCTURAL RESILIENCE J. Wong | |||||||
15:00 - 15:15 | LIFE-CYCLE PERFORMANCE OF STEEL STRUCTURES EQUIPPED WITH DISSIPATIVE AND REPAIRABLE COMPONENTS C.A. Castiglioni, A. Kanyilmaz, A. Kondratenko, A. Menghini, E. Rocco, C. Vulcu | |||||||
15:15 - 15:30 | OPTIMAL SUSTAINABLE SEISMIC RETROFITTING OF SCHOOL BUILDINGS BASED ON MULTI-CRITERIA DECISION-MAKING S. Kim, Y. Hwang, H. Chang, J. Kim | |||||||
15:30 - 15:45 | A COMPARATIVE DESIGN AND LCA STUDY ON THE FEASIBILITY OF EARTHQUAKE-RESISTANT MASS-TIMBER BUILDINGS K. Sener, O. Anil, O. Mutlu | |||||||
MONITOR 5 | ||||||||
ASR3/4 - RISK-BASED ASSESSMENT METHODS AND RETROFITTING STRATEGIES: SYNERGIES BETWEEN SEISMIC, ENERGY AND ENVIRONMENTAL BEHAVIOR | Convenors: A. Tsiavos, R. Monteiro, R. Bento, M. Caruso, D. Frangopol, A. Liel | ||||||||
14:30 - 14:45 | PROBABILISTIC ESTIMATION OF TIME TO DISPOSE OF DISASTER WASTE CAUSED BY GROUND MOTION AND TSUNAMI K. Aoki, M. Akiyama, A. Alhamid, N. Suzuki, D. Frangopol, S. Koshimura | |||||||
14:45 - 15:00 | PROPOSAL OF A MULTICRITERIA DECISION RULE TO SELECT COMBINED STRUCTURAL AND ENERGY RETROFIT MEASURES L. Sbrogio, C. D Alpaos, M.R. Valluzzi | |||||||
15:00 - 15:15 | SHEAR BEHAVIOR AND STRENGTH OF HVFA CONCRETE BEAMS M. Kimura, J. Wang, T. Koyama, Y. Sun | |||||||
15:15 - 15:30 | USE OF LIFE CYCLE COST ASSESSMENT FRAMEWORK TO IDENTIFY SUSTAINABLE RETROFIT SOLUTIONS R. Pajgade, M. Raghunandan, S. Ghosh | |||||||
MONITOR 6 | ||||||||
BCI4 - SEISMIC POUNDING OF BRIDGES | Convenors: C. Nuti, A. Kappos | ||||||||
14:30 - 14:40 | HYDRODYNAMIC EFFECTS ON THE SEISMIC POUNDING FRAGILITY OF SIMPLY-SUPPORTED DEEP SEA WATER BRIDGES S. Anand, G. Mondal, J. Thiyagarajan | |||||||
14:40 - 14:50 | EVALUATION OF STRUCTURAL POUNDING USING SHAKE-TABLE EXPERIMENTS AND FE MODELS OF BRIDGES N. Navarro, R. Bazaez, F. Hernandez, R. Astroza | |||||||
14:50 - 15:00 | OBSERVED POUNDING DAMAGE AND ANALYSIS OF ASI BRIDGE FROM THE 2023 MW 7.8 TÜRKIYE EARTHQUAKE R. Dowell, D. Bozalioglu, G. Faraone | |||||||
MONITOR 7 | ||||||||
CMS13 - SHEAR CRITICAL CONCRETE STRUCTURES SUBJECTED TO SEISMIC LOADS: BEHAVIOR, ASSESSMENT AND RETROFIT | Convenors: G. Proestos, P.M. Calvi | ||||||||
14:30 - 14:40 | EXPERIMENTAL BEHAVIOR OF TRANSFER SLABS SUBJECTED TO SHEAR WALL LOADS E. Arellano-Mendez, O.M. Gonzalez-Cuevas, A. Gomez-Bernal, H. Juarez-Garcia | |||||||
14:40 - 14:50 | MIXED FORMULATION FOR THE ANALYSIS OF SHEAR CRITICAL REINFORCED CONCRETE ELEMENTS Y. Lamawansa, K. Wijesundara, S. Hippola, P. Rajeev | |||||||
14:50 - 15:00 | SHEAR BEHAVIOR OF CONCRETE PANELS REINFORCED WITH HOOKED END STEEL FIBERS J. Carrillo | |||||||
15:00 - 15:10 | A STUDY ON DESTRUCTION PROPERTIES OF PILE CAPS WITH ECCENTRIC COLUMNS AS FRAMES S. Kishida, T. Mukai | |||||||
15:10 - 15:20 | AN EXPERIMENTAL STUDY ON FAILURE BEHAVIOR OF RC BEAM USING HOT-DIP GALVANIZED STEEL REBAR H. Choe, T. Mukai, H. Kinugasa | |||||||
15:20 - 15:30 | CYCLIC LOADING TEST FOR CYLINDRICAL WALL WITH POST-TENSIONING H.K. Yang, H.G. Park | |||||||
15:30 - 15:40 | EFFECT OF END BOUNDARY CONDITIONS ON MECHANICAL PROPERTIES OF REINFORCED CONCRETE COLUMNS SUBJECTED Y. Shirai, K. Shimazaki | |||||||
15:40 - 15:50 | SHEAR BEHAVIOR OF PRECAST CONCRETE COLUMNS POST-TENSIONED BY UNBONDED TENDONS UNDER HIGH AXIAL LOAD R. Yamada, Y. Otsuki, M. Tani, K. Matsunaga, K. Tano, H. Shinjo | |||||||
MONITOR 8 | ||||||||
CMS13 - SHEAR CRITICAL CONCRETE STRUCTURES SUBJECTED TO SEISMIC LOADS: BEHAVIOR, ASSESSMENT AND RETROFIT | Convenors: G. Proestos, P.M. Calvi | ||||||||
14:30 - 14:40 | FINITE ELEMENT MODELING OF RC COLUMNS FOR SIMULATING THEIR NONLINEAR SHEAR/FLEXURAL BEHAVIOR M.F. Gullu, Y. Ercin, S.S.S. Salih, K. Orakcal | |||||||
14:40 - 14:50 | EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON THE SEISMIC BEHAVIOR OF DIAGONAL REINFORCED RC WALLS C. Wei, H. Zhao, Y. Sun | |||||||
14:50 - 15:00 | EXPERIMENT ON SPACE AND CAPACITY OF DOWEL BARS EMBEDDED IN CONCRETE S. Takahashi | |||||||
15:00 - 15:10 | MODELLING THE BEHAVIOUR OF SHEAR-CRITICAL WALL-TYPE SHORT RC COLUMNS BEFORE AND AFTER JACKETING K. Murugan, A.K. Sengupta | |||||||
15:10 - 15:20 | SEISMIC BEHAVIOR OF CORNER BEAM-COLUMN CONNECTIONS RETROFITTED WITH HPFRCC S.W. Han | |||||||
15:20 - 15:30 | SEISMIC FRAGILITY ASSESSMENT OF A RC FRAME WITH NON-DUCTILE COLUMNS W.J. Hwang, S. Kim, J.H. Lee, S.J. Kim | |||||||
15:30 - 15:40 | SHEAR FAILURE OF BRIDGE COLUMNS UNDER LONG-DURATION EARTHQUAKE EFFECTS S. Obayes, M. Head | |||||||
15:40 - 15:50 | STRUCTURAL BEHAVIOR OF LOW-RISE RC SHEAR WALLS WITH LARGE QUANTITIES OF SHEAR REINFORCEMENT J.Y. Lee, M.J. Kang, D.I. Shin, K.H. Kim | |||||||
MONITOR 9 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | DIRECT FORCE MEASUREMENT USING LOAD CELL LINKS FOR 3D DYNAMIC TESTS OF STRUCTURAL MEMBERS K. Kasai, K. Kaneko | |||||||
14:40 - 14:49 | EXPERIMENTAL STUDY OF SUSPENDED CEILING BASED ON FULL-SCALE BUILDING RESPONSE F.R. Lin, W.C. Chen, B.Y. Huang, Y.C. Lin, Y.T. Liu, J.F. Chai, W.I. Liao, J. Fujiwara, T. Nagae, K. Akiko, N. Ryota, K. Koichi | |||||||
14:49 - 14:58 | A SHM SYSTEM WITH LOW-COST MEMS TILT METER PERFORMANCE EVALUATION ON A 10-STORY FULL SCALE STEEL BUI G. Yao, T. Wu, T. Nagae, J. Fujiwara | |||||||
14:58 - 15:07 | FRACTURE SIMULATION AND EXPERIMENTAL STUDY ON STEEL DAMPER F. Gashi, F. Bontempi, F. Petrini | |||||||
15:07 - 15:16 | EXPERIMENTAL INVESTIGATION OF ELEVEN STORIES BUILDING BY AMBIENT VIBRATION METHOD A. Shoklarovski, A. Bogdanovic, Z. Rakicevic, F. Manojlovski, A. Poposka | |||||||
15:16 - 15:25 | FROM OFFLINE SUBSTRUCTURE TESTING TO ROBUST HYBRID SIMULATION IMPLEMENTATION AND TESTING A.A. Correia, P.X. Candeias, F. Oliveira, G.G. Tekeste, F.L. Ribeiro | |||||||
15:25 - 15:34 | SHAKING TABLE TESTS OF SINGLE-STORY CLT BUILDING WITH METAL CONNECTORS FOR CONVENTIONAL HOUSES S. Momose, T. Tsuji, H. Isoda, T. Nakagawa, S. Nakashima, Y. Araki | |||||||
15:34 - 15:43 | FULL SCALE SHAKING TABLE TESTS OF SUSPENDED BUSWAY SYSTEMS W.C. Chen, J.F. Chai, F.R. Lin, B.Y. Huang, J. Fujiwara, T. Nagae, K. Kajiwara | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | FULL-SCALE EXPERIMENTAL STUDY OF THE OUT-OF-PLANE CYCLIC RESPONSE IN TALL MASONRY WALLS M. Elsayed, A. Alonso-Rivers, R. Gonzalez, O. Guzmán-Sánchez, C. Pettit, S. Adeeb, Y. Li, D. Tomlinson, C. Cruz-Noguez | |||||||
14:40 - 14:49 | FULL-SCALE SHAKING TABLE TEST OF SEISMIC REINFORCED JOINTS FOR WATER SUPPLY PIPELINES M. Miyajima, Y. Kawamata, H. Bekki, K. Fujii, K. Saito | |||||||
14:49 - 14:58 | FULL-SCALE TESTING OF DOUBLE-BEAM COUPLING BEAM WITH HIGH-STRENGTH REBARS AND UTILITY PENETRATIONS K. park, D. Fields, S. Chao | |||||||
14:58 - 15:07 | HYSTERESIS CHARACTERISTICS OF RC SINGLE PIER SUBJECTED TO MULTIPLE LOADING HISTORIES Y. Okoshi, G. Shoji | |||||||
15:07 - 15:16 | LARGE-SCALE MULTIDIRECTIONAL CYCLIC TESTING OF A RESILIENT SC-CLT WALL SUB-ASSEMBLY A. Amer, R. Sause, J. Ricles | |||||||
15:16 - 15:25 | MULTI-ELEMENT HYBRID SIMULATIONS ON STEEL STRUCTURES: ADVANCEMENTS, CHALLENGES, AND LESSONS LEARNED P. Mortazavi, H. Zhang, O. Kwon, C. Christopoulos | |||||||
15:25 - 15:34 | NONLINEAR RESPONSE PREDICTION OF A FOUR-STORY REINFORCED CONCRETE BUILDING TESTED AT E-DEFENSE SHAKE S. Ghosh, F. Dashti, T. Nagae, T. Aasai, H. Uta | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | SEISMIC PERFORMANCE OF HYBRID COLD-FORMED HOT-ROLLED STEEL SHEAR WALL T. Balasubramaniam, P.C.A. Kumar, M.A. Dar | |||||||
14:40 - 14:49 | SEISMIC TESTING OF A ONE-FIFTH SCALE STRUCTURE WITH A FIBRE-OPTIC GYROSCOPE FOR ROTATION MEASUREMENT R. Franco-Anaya, A.J. Carr, K.U. Schreiber | |||||||
14:49 - 14:58 | SHAKE TABLE TEST OF A FULL-SCALE 10-STORY MASS TIMBER BUILDING WITH UPLIFT FRICTION DAMPERS D. Dowden, A. Tatar | |||||||
14:58 - 15:07 | SHAKE TABLE TESTS OF A NOVEL SESISMIC-RESISTENT TECHNOLOGY FOR FAIR FACE MASONRY RECONSTRUCTION M. Sangirardi, S. De Santis, F. Mosele, A. Dudine, I. Roselli, D. Liberatore, G. de Felice | |||||||
15:07 - 15:16 | SHAKE-TABLE TEST OF LOW-DAMAGE CONCRETE BUILDING: LESSONS LEARNED FROM SYSTEM-LEVEL RESPONSE R. Henry, Y. Zhou, Y. Lu, G. Rodgers, A. Gu, Q. Yang | |||||||
15:16 - 15:25 | SHAKING TABLE TEST FOR EVALUATING SEISMIC CAPACITY OF BEAM-COLUMN CONNECTIONS IN HIGH-RISE BUILDINGS Y. Chung, T. Nagae, M. Nakashima | |||||||
15:25 - 15:34 | SHEAR STIFFNESS AND STRENGTH OF REINFORCED CONCRETE SHEAR WALL UNDER VARIOUS AXIAL FORCE T. Kabeyasawa, Y. Uchimiya, T. Kabeyasawa, M. Tani, A. Nakamura, H. Watanabe, M. Sakashita, T. Obara, T. Mukai | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | STATIC CYCLIC PUSHOVER ANALYSIS EVALUATING SEISMIC BEHAVIORS IN MULTI-STORY BUILDING SYSTEM TESTING J. Jin, T. Nagae, T. Asai, D. Lignos, Y. Chung, T. Okazaki, J. Fujiwara, A. Kishida, K. Kajiwara | |||||||
14:40 - 14:49 | STUDY ON SEISMIC REINFORCEMENT OF COASTAL PROTECTION FACILITIES WITH HIGH STIFFNESS SHEET PILE WALLS A. Mohri, E. Kohama, A. Yasuhara, T. Nakamura, M. Fukazawa, Y. Kawai, W. Igarashi, Y. Takahashi, S. Kobayashi, M. Tokoro, D. Suzuki | |||||||
14:49 - 14:58 | SUSTAINABLE FACILITY TO STUDY SEISMIC RESPONSE OF BUILDINGS AND INTERACTIVE EFFECTS WITH THE SOIL J. Bojadjieva, A. Bogdanovic, V. Sheshov, K. Edip, T. Kitanovski, D. Ivanovski, I. Gjorgjeska | |||||||
14:58 - 15:07 | OVERVIEW OF TWO LARGE-SCALE SHAKING TABLE TESTS ON THE 10-STORY RC BUILDING J. Kang, K. Kajiwara, T. Nagae | |||||||
15:07 - 15:16 | VIABILITY OF RAPID POLYURETHANE REPAIR OF RC COLUMN HINGE EXPERIMENTALY TESTED BY FORCED VIBRATIONS F. Manojlovski, Z. Rakicevic, A. Kwiecien, A. Shoklarovski, A. Poposka, A. Bogdanovic | |||||||
15:16 - 15:25 | VIBRODYNAMIC TESTING OF A 25-STORY RESIDENTIAL BUILDING AND ITS CALCULATION ANALYSIS Z. Omarov, B. Kulbayev, Y. Shokbarov, S. Lopukhov, T. Shaimerdenov, A. Karshalova | |||||||
15:25 - 15:34 | ASSESSMENT OF BRIDGE RC COLUMN SEISMIC DAMAGE ACCUMULATION THROUGH SHAKING TABLE TESTS G.A. Ponce, M. Blondet, A. Aviram, W. Mera | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GEO1 - RECENT ADVANCES IN THE SEISMIC DESIGN, RISK ASSESSMENT AND MANAGEMENT OF TUNNELS AND UNDERGROUND INFRASTRUCTURES | Convenors: K. Pitilakis, H.-T. Yu, R. Wang | ||||||||
14:30 - 14:40 | SEISMIC PERFORMANCE OF A TUNNEL UNDER EXTREME ENVIRONMENTAL EFFECTS J.M. Mayoral, S. Tepalcapa, M. Alcaraz, F. Flores | |||||||
14:40 - 14:50 | SEISMIC RESPONSE ANALYSIS AND DAMAGE EVALUATION OF RC TUNNELS CROSSING A WEAK LAYER IN GROUND Y. Miyagawa, S. Nagata, Y. Yamanoi | |||||||
14:50 - 15:00 | EFFECT OF INPUT FREQUENCY ON THE SEISMIC RESPONSE OF DEEP TUNNELS IN SATURATED NONLINEAR GROUND E. Sandoval, A. Bobet | |||||||
15:00 - 15:10 | SEISMIC BEHAVIOUR OF TWIN TUNNELS IN JOINTED ROCK MASS S. Saraswat, B.K. Maheshwari, T. Tapan | |||||||
15:10 - 15:20 | SHAKING TABLE TEST FOR A NEAR-VALLEY SUBWAY STATION STRUCTURE WITH DIAPHRAGM WALLS Z. Wang, H. Yu | |||||||
15:20 - 15:30 | SEISMIC RESPONSE OF TUNNELS WITH SATURATED NONLINEAR GROUND E. Sandoval, A. Bobet | |||||||
15:30 - 15:40 | A FUNDAMENTAL ANALYSIS OF BEDROCK WITH CRUSH ZONES FOR SEISMIC EVALUATION OF RC TUNNEL STRUCTURE Y. Mitsuhashi, S. Nagata, Y. Miyagawa, H. Kumata | |||||||
15:40 - 15:50 | SEISMIC PERFORMANCE OF SOIL–TUNNEL–BUILDING SYSTEMS IN STIFF SOILS J.M. Mayoral, M. Alcaraz, S. Tepalcapa, M. Perez | |||||||
MONITOR 14 | ||||||||
GEO1 - RECENT ADVANCES IN THE SEISMIC DESIGN, RISK ASSESSMENT AND MANAGEMENT OF TUNNELS AND UNDERGROUND INFRASTRUCTURES | Convenors: K. Pitilakis, H.-T. Yu, R. Wang | ||||||||
14:30 - 14:40 | SEM TUNNEL SEISMIC DESIGN USING ITERATIVE SSI ANALYSIS FOR HIGH SEISMICITY REGIONS F. Yazdandoust, M. Tyrlik, K. Folovska | |||||||
14:40 - 14:50 | SOIL-STRUCTURE INTERACTION IN UNDERGROUND GALLERIES WITH DIFFERENT FLEXIBILITY UNDER DYNAMIC LOADING F. Zinkiewicz, S. Lopez-Querol | |||||||
14:50 - 15:00 | STRAIN DISTRIBUTION ALONG FAULT-CROSSING PIPELINE BY USING ELASTICITY THEORY OF DISLOCATION Y. Pan, Y. Kuwata | |||||||
15:00 - 15:10 | THE DYNAMIC RESPONSE OF UNDERGROUND LARGE SCALE FRAME STRUCTURES DURING THE VERTICAL SEISMIC WAVES D. Qiu, W. Ren, y. Wang | |||||||
15:10 - 15:20 | THE EFFECT OF FAR-FIELD EARTHQUAKES ON THE BEHAVIOUR OF SHALLOW TUNNELS IN STRUCTURED CLAYS L.T. Cabangon, G. Elia, M. Rouainia, S. Keawsawasvong, T. Ornthammarath | |||||||
15:20 - 15:30 | THE SEISMIC DEFORMATIONS OF UNDERGROUND STRUCTURES F. Erciyes, B. Unutmaz, Z. Gulerce | |||||||
15:30 - 15:40 | VALIDATION OF 3D NONLINEAR FEM FOR RC TUNNEL SUBJECTED TO LOCAL DEFORMATION IN CRUSH ZONES Y. Yamanoi, Y. Miyagawa, S. Nagata, K. Sakashita | |||||||
MONITOR 15 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
14:30 - 14:39 | INFLUENCE OF BASIN EDGE DIP ANGLE AND FOCAL LOCATION ON GROUND MOTION OF 3D SEDIMENTARY BASIN Y. Zhang, J. Yi, Y. Zhang, H. You, S. Wang, F. Zhao, P. Liu | |||||||
14:39 - 14:48 | INFLUENCE OF STRONG-MOTION SEQUENCES ON STRUCTURAL RESPONSE E. Reinoso, P. Quinde, A. Lopez | |||||||
14:48 - 14:57 | NEAR-FAULT VELOCITY PULSE SIMULATION FOR A NORTHERN TAIWAN SITE BY A STOCHASTIC FINITE-FAULT METHOD J.Y. Huang, S.H. Chao, C.M. Lin, C.C. Chou | |||||||
14:57 - 15:06 | NOVEL HYBRID ANN-BASED BROADBAND RESPONSE SPECTRA GENERATING MODEL FOR HIMALAYAN REGION V. Sharma, M. Gade, J. Dhanya | |||||||
15:06 - 15:15 | PHYSICS-BASED GROUND MOTION SIMULATION FOR BETTER KNOWLEDGE OF PAST EARTHQUAKES C. El Khoury, S. Hok, H. Jomard, C. Gélis, H. Lyon-Caen, M. Lancieri | |||||||
15:15 - 15:24 | STRONG GROUND MOTIONS USING THE STOCHASTIC SUMMATION OF EGF CONSIDERING FINITE-FAULT HYPOTHESIS M. González-Sandoval, M. Nino, C. González | |||||||
15:24 - 15:33 | SLIP CHARACTERISTICS IN SHALLOW AREAS ABOVE SEISMOGENIC ZONE FOR THE INLAND CRUSTAL EARTHQUAKES K. Miyakoshi, N. Inoue, Y. Matsumoto, T. Kumamoto, K. Kamae, K. Irikura | |||||||
15:33 - 15:42 | PHYSICS-BASED 3-D GROUND MOTION SIMULATIONS USING SPECTRAL ELEMENTS: AN EXAMPLE OF THE RHONE VALLEY M. Koroni, L.A. Ermert, P. Bergamo, D. Faeh, A. Imtiaz | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
14:30 - 14:39 | JOINT EFFORTS BETWEEN COSMOS SITE CHARACTERIZATION PROJECT & GROUND-MOTION SIMULATION WORKING GROUPS S. Ahdi, B. Aagaard, A. Askan, S. Rezaeian, M. Pilz, S. D Amico, J. Steidl, A. Yong | |||||||
14:39 - 14:48 | NONSTATIONARY GROUND MOTION MODEL BASED ON THE SHORT-TIME FOURIER TRANSFORM AND ITS APPLICATIONS S. Matsuda | |||||||
14:48 - 14:57 | SIMULATION OF SEISMIC MOTION CONSIDERING PROPAGATION PATH ATTENUATION DEPENDING ON INCIDENT ANGLE Y. Sato | |||||||
14:57 - 15:06 | SOURCE SPECTRUM FOR LARGE CRUSTAL EARTHQUAKE AND ITS IMPLICATION WITH THE HETEROGENOUS SOURCE MODEL K. Somei, K. Miyakoshi | |||||||
15:06 - 15:15 | STRONG MOTION GENERATION AREA FOR LARGE CRUSTAL EARTHQUAKES BY THE EMPIRICAL GREEN'S FUNCTION METHOD S. Kurahashi, K. Miyakoshi, K. Yoshida, K. Somei, Y. Guo, K. Irikura | |||||||
15:15 - 15:24 | STRONG MOTION GENERATION AREA MODEL OF THE 2021 MS6.4 YANGBI EARTHQUAKE, YUNNAN, CHINA H. Wu, K. Irikura, S. Kurahashi, G. Lin | |||||||
15:24 - 15:33 | STUDY OF THE CHARACTERISTICS OF RESERVOIR-INDUCED EARTHQUAKES BY USING DYNAMIC FAULT RUPTURE SIMULATION M. Yamada, K. Hada, R. Imai, H. Fujiwara | |||||||
15:33 - 15:45 | DISCUSSION | |||||||
MONITOR 17 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
14:30 - 14:40 | SEISMIC PERFORMANCE OF STEEL STRUCTURES AND DAMPERS: NL ANALYSIS, RESILIENCY AND FUNCTIONAL RECOVERY A. Gilani, N. Canney, K. Miyamoto, C. WInters | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF A STRUCTURE EQUIPPED WITH VISCOUS, HYSTERETIC AND VISCO-HYSTERETIC DAMPERS P. Gil, H. Guerrero, J.A. Escobar | |||||||
14:50 - 15:00 | ADVANCES IN THE DESIGN OF ENERGY DISSIPATING DEVICES. EXPERIMENTAL AND NUMERICAL CHARACTERIZATION J. Ramirez, G. Bozzo, F. Rastellini, J.M. Gonzalez, D. La Torre, A. Almeida, E. Valcarcel | |||||||
15:00 - 15:10 | EXPERIMENTAL AND ANALYTICAL STUDIES ON A NOVEL DOUBLE-STAGE COUPLING DAMPER Y. Liu, T. Sun | |||||||
15:10 - 15:20 | COMPARATIVE EVALUATION OF PERFORMANCE & BEHAVIOUR OF METALLIC DISSIPATERS TO MITIGATE SEISMIC ENERGY S.R. Maharjan, J. Cantrell, M. Mashal | |||||||
15:20 - 15:30 | EXPERIMENTAL STUDIES AND ANALYTICAL ON A NOVEL DOUBLE-STAGE COUPLING DAMPER T. Sun, Y. Liu, K. Dai | |||||||
15:30 - 15:40 | PERFORMANCE OF BEAM COLUMN JOINT WITH PASSIVE ENERGY DISSIPATION SYSTEM N. Dhooper, A. Goyal, R. Siva Chidambaram, B. , K. Chauhan | |||||||
15:40 - 15:50 | SEISMIC RESPONSE OF ELEVATED TANKS EQUIPPED WITH THE SEESAW SYSTEM P. Katsimpini, K. Volikos, G. Papagiannopoulos, G. Hatzigeorgiou | |||||||
MONITOR 18 | ||||||||
REC6/99 - INTERNATIONAL RECONNAISSANCE EFFORTS/COORDINATION AND FIELD OBSERVATIONS FROM NOTABLE EVENTS | Convenor: M. Ortiz-Millan | ||||||||
14:30 - 14:43 | CAUSES OF DEATHS AND INJURIES IN THE 2015 GORKHA EARTHQUAKE B. Pandey, M. Petal, R. Paci-Green | |||||||
14:43 - 14:56 | DEVELOPMENT OF A RAPID VISUAL ASSESSMENT METHOD FOR MASONRY BUILDINGS IN INDIA V. Singhal, R. Kumar, B.K. Sahay | |||||||
14:56 - 15:09 | EXE.LOMB.EST 2023: CIVIL PROTECTION TECHNICAL-THEMATIC EXERCISE G. Fagà, C. Casarotti, D. De Vita | |||||||
15:09 - 15:22 | IDENTIFICATION OF DAMAGE CAUSED BY THE SEPTEMBER 19, 2022 MW7.7 EARTHQUAKE IN THE STATE OF COLIMA, M.M. Chávez, M.Á. Jaimes, A. Pozos -Estrada, F. Peña, H. Guerrero | |||||||
15:22 - 15:35 | REFINING EARTHQUAKE DAMAGE ASSESSMENT METHODOLOGIES: INSIGHTS FROM THE DOTI EARTHQUAKE EXPERIENCE B.D. Sharma, S.K. Shrestha, K. Shakya, A. Poudel, S. Pradhan | |||||||
15:35 - 15:48 | ASSESSMENT OF THE SEISMIC VULNERABILITY OF SCHOLAR BUILDINGS THAT SUFFERED SEISMIC DAMAGE IN ECUADOR Y. Rodriguez Andrade, A. Aguilar Melendez, G. Palazzo | |||||||
MONITOR 19 | ||||||||
REC6/99 - INTERNATIONAL RECONNAISSANCE EFFORTS/COORDINATION AND FIELD OBSERVATIONS FROM NOTABLE EVENTS | Convenor: M. Ortiz-Millan | ||||||||
14:30 - 14:43 | RAPID PROBABILITY ASSESSMENT METHOD OF POST-EARTHQUAKE FIRE BASED ON DISASTER CHAIN S. Yu, S. Zhao, J. Fan | |||||||
14:43 - 14:56 | SOURCE CHARACTERISTICS FROM MEDIUM EARTHQUAKE AROUND KATHMANDU VALLEY BASED ON STRONG MOTION RECORDS M. Shigefuji, N. Takai, S. Bijukchhen | |||||||
14:56 - 15:09 | TEMPORAL AND SPATIAL CHANGES IN THE B-VALUE PRIOR TO THE 2021 LUXIAN MS 6.0 EARTHQUAKE IN SICHUAN Z. Xie, Q. Li | |||||||
15:09 - 15:22 | 2022 NORTHWEST LUZON EARTHQUAKE: FIELD OBSERVATIONS AND COMMON DESIGN AND CONSTRUCTION PITFALLS D.H. Aquino, E.A. Tingatinga, L.A. Manlapig, A.J. Galang, J.R. Baniqued | |||||||
15:22 - 15:35 | REAL IMPACTS OF THE 1923 GREAT KANTO EARTHQUAKE ON JAPAN: AT THE TIME OF THE 100-YEAR ANNIVERSARY K. Meguro | |||||||
MONITOR 20 | ||||||||
RES2 - IMPROVING EARTHQUAKE ENGINEERING IMPLEMENTATION IN DEVELOPING NATIONS | Convenors: A. Charleson, S. Alcocer, V. Rawal | ||||||||
14:30 - 14:45 | LESSONS LEARNED FROM RECENT EARTHQUAKES IN INDONESIA R. Rildova, D. Kusumastuti, M. Suarjana, S.S. Mulyadi | |||||||
14:45 - 15:00 | COMMUNICATING HOW TO ACHIEVE EARTHQUAKE-SAFE BUILDINGS: A WORLD HOUSING ENCYCLOPEDIA INITIATIVE A. Charleson | |||||||
15:00 - 15:15 | DEVELOPING AND IMPLEMENTING A SEISMIC AND BUILDING CODE IN EL SALVADOR M.A. Lopez Menjivar | |||||||
15:15 - 15:30 | BUILDING CODE IMPLEMENTATION IN NEPAL: A CASE STUDY IN ENHANCING URBAN RESILIENCE A.M. Dixit, S.N. Shrestha, S. Pradhan | |||||||
MONITOR 21 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
14:30 - 14:40 | A VULNERABILITY-ORIENTED 3D GEODATABASE FOR SUPPORTING SEISMIC PREVENTION IN HISTORICAL CENTRES E. Fillia, G. Sammartano, M. Avena, A. Spanò | |||||||
14:40 - 14:50 | DECISION SUPPORT TOOLS FOR ECONOMIC RESOURCES ALLOCATION IN SEISMIC RETROFITTING OF BUILDINGS P. Colajanni, J. D Anna, L. La Mendola, S. Mancini | |||||||
14:50 - 15:00 | AN EARTHQUAKE-DISASTER DIGITAL TWIN OF CONDOMINIUM/APARTMENT BUILDINGS AND RESIDENTS' RESPONSE T. Horiuchi, K. Otsuyama, T. Yi, A. Matsukawa, K. Kajiwara | |||||||
15:00 - 15:10 | ASSESSMENT OF EMOTIONAL BEHAVIOR OF PERSONS DWELLING STRUCTURES PLACED IN ZONES OF HIGH SEISMICITY G. Diaz-Martinez, J. Ascencio-Gutierrez, M. Cuevas-Cancino-Esteva | |||||||
15:10 - 15:20 | COMBINING QUALITATIVE AND QUANTITATIVE EVALUATIONS FOR PRIORITISING SEISMIC RETROFIT OF SCHOOLS. E. Saler, F. da Porto | |||||||
15:20 - 15:30 | A WEB BASED COMPUTATIONAL PLATFORM FOR SUPPORTING RISK-INFORMED DECISION MAKING IN CITIES E.Y. Mentese, G. Cremen, R. Gentile, H. Kaya, E. Ozer, F. Nocera, P. Rawal | |||||||
15:30 - 15:40 | ENHANCING SEISMIC RESILIENCE IN HISTORICAL CENTRES THROUGH VULNERABILITY ASSESSMENT AND RETROFITTING M.G. Masciotta, L. Mancini, G. Cianchino, T.M. Ferreira, G. Brando | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
14:30 - 14:40 | FIRST STEPS TOWARDS AN EARLY EARTHQUAKE WARNING SYSTEM FOR GUATEMALA J. Campo, C. Ramirez, O. Hurtarte, R. Torres, P. Arrivillaga | |||||||
14:40 - 14:50 | A MODEL TO SUPPORT COMMUNICATION AND MANAGEMENT OF SEISMIC RISK A. Babic, M. Dolsek | |||||||
14:50 - 15:00 | INTERACTIVE GUIDE FOR POST-DISASTER WATER SUPPLY IN URBAN AREAS S. Santa-Cruz, G. Férnandez de Córdova, M. Vilela, M. Blondet, K. Muñoz, J. Pajuelo, M. Santa María, F. Tejada, J. Suarez | |||||||
15:00 - 15:10 | ON MODELLING MANAGEMENT-SYSTEM TRANSITIONS FOR MUNICIPALITY-LEVEL DISASTER RESILIENCE POLICIES S. Thorvaldsdottir, B. Halldorsson | |||||||
15:10 - 15:20 | QUANTITATIVE INDICATORS FOR MULTI-HAZARD COMMUNITY RESILIENCE ASSESSMENT OF INFORMAL SETTLEMENTS C. Cordova-Arias, J. Perez | |||||||
15:20 - 15:30 | SEISMIC RESILIENCE OF SCHOOLS AND EDUCATIONAL COMMUNITIES IN NEPAL J. Agarwal, R. Parajuli, M. Xanthou, A. Sextos | |||||||
15:30 - 15:40 | SEISMIC RISK PRIORITISATION OF SCHOOL BUILDINGS IN METRO MANILA, PHILIPPINES G. Laezza, C. Galasso, S. Minas, P. Crisci, G. Di Lauro, M. Lorenzini, M. Principi, D. Guarnieri, I. Ulpiano | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 23 | ||||||||
SDM8/9 - THEORY, MEASUREMENT AND MODELLING OF DAMPING FOR SEISMIC RESPONSE ANALYSIS OF LARGE-SCALE STRUCTURES | Convenors: C.-L. Lee, A. Puthanpurayil, A. Carr, M. Kowalsky, J. Restrepo | ||||||||
14:30 - 14:40 | STUDY ON FREQUENCY INDEPENDENT DAMPING MODELS FOR LARGE FE ANALYSIS PART 2 NUMERICAL STUDY OF MODELS Y. Mogi, N. Nakamura, A. Ota, K. Nabeshima | |||||||
14:40 - 14:50 | A NOVEL RAYLEIGH DAMPING DESIGN MODEL FOR DYNAMIC ANALYSIS OF FLOOR STRUCTURE UNDER SUBWAY VIBRATION L. Junrui | |||||||
14:50 - 15:00 | IMPACT OF THE DAMPING MODEL CHOICE ON THE INELASTIC RESPONSE OF RC COLUMNS AND MULTISPAN BRIDGES D. Martíinez, M. Kowalsky | |||||||
15:00 - 15:10 | EXPERIMENTAL STUDIES TO UNDERSTAND THE IMPORTANCE OF DAMPING IN PREDICTING INELASTIC DISPLACEMENTS F. Claure, D. Martinez, M. Kowalsky | |||||||
15:10 - 15:20 | EFFECT OF DAMPING IN NONLINEAR DYNAMIC ANALYSIS OF EXISTING REINFORCED CONCRETE BUILDINGS M. Terrenzi, C. Cantagallo, G. Camata, E. Spacone | |||||||
15:20 - 15:30 | EFFICIENT EVALUATION OF NONVISCOUSLY DAMPED SYSTEMS WITH ARBITRARY KERNELS T. Chang, C. Lee | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 24 | ||||||||
SDM8/9 - THEORY, MEASUREMENT AND MODELLING OF DAMPING FOR SEISMIC RESPONSE ANALYSIS OF LARGE-SCALE STRUCTURES | Convenors: C.-L. Lee, A. Puthanpurayil, A. Carr, M. Kowalsky, J. Restrepo | ||||||||
14:30 - 14:40 | A NEW MASS-SPRING MODEL FOR FAST ANALYSIS OF HIGH-RISE BUILDING WITH DAMPERS Y. Mu, K. Kasai, D. Sato, K. Watai, N. Iino, K. Kaneko | |||||||
14:40 - 14:50 | INHERENT DAMPING EFFECTS ON SPECIAL STEEL MOMENT FRAMES FROM AN ENERGY PERSPECTIVE X. Vintimilla, N. Coello, F. Flores, P. Quinde | |||||||
14:50 - 15:00 | DYNAMIC RESPONSE OF ELASTIC TWO-STORY STEEL MOMENT FRAME EQUIPPED WITH VISCOUS DAMPERS G. Barker, A. Poirier, P. Laursen, C. McDaniel | |||||||
15:00 - 15:10 | THE IDENTIFICATION OF DYNAMIC CHARATERISTICS OF A STEEL STRUCTURE SUBJECTED TO SEISMIC LOADS O.V. Rosca, I.O. Toma | |||||||
15:10 - 15:20 | IDENTIFICATION OF DYNAMIC CHARACTERISTICS FOR STEEL ARCH BRIDGE BY SEISMIC OBSERVATION RECORDS Y. Ishii, Y. Nakao, G. Shoji | |||||||
15:20 - 15:30 | DAMPING OF RC TALL BUILDINGS IN INDIA BY AMBIENT VIBRATION TEST P.D. Velani, H.C. Dasari, A. Bhalkikar, P.K. Ramancharla | |||||||
15:30 - 15:40 | ISSUES RELATED TO THE NON-LINEAR DYNAMIC ANALYSIS OF RC CANTILEVER AND ROCKING WALLS A. González-Fonseca, E. Spacone, R. Nascimbene | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR17 - HAZARD AND LOSS MODELLING UNDER THE LESSONS LEARNED FROM RECENT EARTHQUAKES | Convenors: F. Cotton, M. Erdik | ||||||||
14:30 - 14:45 | SEISMIC RISK ASSESSMENT OF INDUSTRIAL BUILDINGS ON 6TH FEBRUARY 2023 EARTHQUAKES S. Okuyan Akcan, A. Yesilyurt, S. Tekin, A.C. Zulfikar | |||||||
14:45 - 15:00 | QUANTIFYING THE IMPACT OF RESILIENCE THROUGH BUILDING CODES USING 2023 TURKEY EARTHQUAKE SCENARIO A. Nasseri, J. Zhao, A. Demiryurek, T. Lai, C. Kafali | |||||||
15:00 - 15:15 | CAN DAMAGE OBSERVATIONS FROM THE 2019 LE TEIL (FRANCE) EARTHQUAKE CHALLENGE ESHM20 AND ESRM20? K. Trevlopoulos, P. Gehl, C. Negulescu | |||||||
15:15 - 15:30 | IMPACT OF TIME-DEPENDENCY ON EARTHQUAKE CATASTROPHE BOND PRICING H. Mistry, A. Hernandez, P. Guéguen, D. Lombardi | |||||||
15:30 - 15:45 | NAVIGATING MARKET TIMING UNCERTAINTIES: RECENT EARTHQUAKE SEQUENCES INSIGHTS TO REINSURANCE COVERAGE T. Tabucchi, O. Velazquez, R. Churchill, M. Eagle, I. Kongar, I. Powers, K. Jones, K. Kuge, M. Chirouze, M. Strasser | |||||||
MONITOR 26 | ||||||||
SHR17 - HAZARD AND LOSS MODELLING UNDER THE LESSONS LEARNED FROM RECENT EARTHQUAKES | Convenors: F. Cotton, M. Erdik | ||||||||
14:30 - 14:45 | SUBJECTIVITY ASSESSMENT OF SEISMIC DAMAGE CLASSIFICATION AFTER THE 2009 L'AQUILA EARTHQUAKE A. Aloisio, M.M. Rosso, A. De Leo, M. Fragiacomo | |||||||
14:45 - 15:00 | PROPOSE PROBABILITY DISTRIBUTION FOR SEISMIC LOSS FUNCTION DERIVATION USING LIMITED OBSERVED DATA J. Shim, I. Choi, H. Chang, J. Kim | |||||||
15:00 - 15:15 | RESEARCH ON EARTHQUAKE CASUALTY PREDICTION METHOD BASED ON SEISMIC NETWORKS INTENSITY ASSESSMENT T. Yang, J. Liu, L. Jiang, Q. Liu | |||||||
15:15 - 15:30 | MODELING SPRINKLER DAMAGE DURING EARTHQUAKES: A COMPONENT-BASED APPROACH T. Lai, K. Joshi, K. Afshari | |||||||
15:30 - 15:45 | VALIDATION OF AN ENERGY AND DRIFT BASED EDP FOR CUMULATIVE DAMAGE ON URM BUILDINGS P.A. Garcia de Quevedo Inarrit, P. Bazzurro, S. Cattari, S. Lagomarsino |
FRIDAY | 9:00 - 10:15 |
SPACE 1 | ||||||||
SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
09:00 - 09:15 | HIGH-RESOLUTION STRUCTURAL MODELING: WHY AND HOW G. Deierlein | |||||||
09:15 - 09:30 | COLLAPSE FRAGILITY DEVELOPMENT OF ELECTRICAL TRANSMISSION TOWERS J.F. Hajjar, X. Du, R.B. Bond | |||||||
09:30 - 09:40 | A MULTIAXIAL PLASTICITY MODEL WITH SOFTENING FOR FIBER-BASED STEEL BEAM-COLUMNS D.I. Heredia Rosa, A. de Castro e Sousa, D. Lignos, A. Maity, A. Kanvinde | |||||||
09:40 - 09:50 | MODEL-BASED UNCERTAINTY IN PREDICTING DAMAGE TO NEAR-FAULT REINFORCED CONCRETE STRUCTURES M. Kenawy, B. Giffin | |||||||
09:50 - 10:00 | SIMULATING FRACTURE OF WELDED COLUMN SPLICES IN NONLINEAR FRAME ANALYSIS A. Jhunjhunwala, A. Maity, A. Kanvinde | |||||||
10:00 - 10:10 | SIMULATING EARTHQUAKE-INDUCED EXTREME LIMIT STATES OF STEEL BEAM-COLUMNS WITH LIMITED INFORMATION A. Hartloper, A. Mujdeci, A. Elghazouli | |||||||
10:10 - 10:20 | ANALYTICAL MODEL OF LOCAL BUCKLING INDUCED DUCTILE FRACTURE IN STEEL BEAM-COLUMNS Y. Zhu | |||||||
SPACE 3 | ||||||||
CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
09:00 - 09:12 | PERFORMANCE OF BUCKLING RESTRAINED BRACES IN BI-DIRECTIONAL DUCTILE DIAPHRAGMS H. Carrion-Cabrera, M. Bruneau | |||||||
09:12 - 09:24 | ANALYSIS OF TRUSS-CONFINED BUCKLING-RESTRAINED BRACES A.C. Wu, K.C. Tsai, C. Chen, L.A. Chen | |||||||
09:24 - 09:36 | BRB SYSTEM DESIGN CONSIDERATIONS G. MacRae, C. Lee | |||||||
09:36 - 09:48 | SHAKE TABLE TESTS OF A FULL-SCALE THREE-STORY STEEL BRBF WITH SLIDING SLABS IN CHIHSHANG EARTHQUAKE C.C. Chou, H.Z. Lin, A. Córdova, J.M. Chen, Y.H. Chou, S.H. Chao, S.H. Chao, G. Tsampras, C.M. Uang, H.Y. Chung, H.T. Hu, C.H. Loh | |||||||
09:48 - 10:00 | DESIGN AND PERFORMANCE OF BUCKLING RESTRAINED BRACED FRAMES WITH ECCENTRIC BRACING CONFIGURATIONS C. Li, P. Richards, B. Saxey | |||||||
10:00 - 10:12 | PERFORMANCE AND FAILURE MODES OF MASS TIMBER BUCKLING-RESTRAINED BRACES T. Takeuchi, Y. Terazawa, S. Komuro, T. Kurata, B. Sitler | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
09:00 - 09:05 | INGV PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR G. Cultrera | |||||||
09:05 - 09:10 | USGS PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Ahdi | |||||||
09:10 - 09:15 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Matsushima | |||||||
09:15 - 09:20 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR F. Bonilla | |||||||
09:20 - 09:25 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR C. Cornou | |||||||
09:25 - 09:30 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR J. Stewart | |||||||
09:30 - 09:35 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR B. Cox | |||||||
09:35 - 09:40 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Parolai | |||||||
09:40 - 09:45 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Castellaro | |||||||
09:45 - 10:15 | DISCUSSION | |||||||
BROWN 2 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
09:00 - 09:14 | SEISMIC ASSESSMENT AND ANALYTICAL EVALUATION OF THE INTERNAL FORCES DISTRIBUTION IN INFILLED-FRAMES M. Di Benedetto, F. Di Trapani, M. Petracca, G. Camata | |||||||
09:14 - 09:28 | ENHANCING EARTHQUAKE PERFORMANCE OF MASONRY INFILLED REINFORCED CONCRETE FRAMES BY WALL TIE ANCHORS D. Penava, L. Abrahamczyk, F. Anic, T. Doksanovic, C. Piesker, M. Roik | |||||||
09:28 - 09:42 | FEA OF THE IN-PLANE BEHAVIOUR OF REINFORCED CONCRETE SANDWICH PANELS WITH AN EXPANDED POLYSTYRENE CORE H.K. Kassa, P. Haldar, A. Ahmad | |||||||
09:42 - 09:56 | CAN MECHANICS-BASED SIMPLE MASONRY CONSTITUTIVE MODELS HELP SIMULATE INFILLED RC FRAMES' RESPONSE? M.A. Sheikh, M. Kumar, R. Ghosh | |||||||
09:56 - 10:10 | INFLUENCE OF BOUNDARY CONDITIONS ON THE EXPERIMENTAL SEISMIC RESPONSE OF EXISTING MASONRY INFILLS M. Kurukulasuriya, R. Milanesi, G. Magenes, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
AMBER 1 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:11 | STUDY OF DIRECTIONALITY IN GROUND MOTIONS RECORDED ON SOFT SOILS H. Davalos, F. Trejo, E. Miranda | |||||||
09:11 - 09:21 | ON THE APPLICATION OF NEURAL NETWORKS TO GROUND MOTION INTENSITY AND CORRELATION MODELLING G. O Reilly, S. Aristeidou, D. Shahnazaryan | |||||||
09:21 - 09:35 | UTILIZATION OF THE CONDITIONAL MEAN SPECTRUM IN RISK AND BUILDING CODE ASSESSMENTS J. Baker | |||||||
09:35 - 09:45 | CORRELATION MODELS FOR SPECTRAL ACCELERATION AND DURATION WITH FILTERED INCREMENTAL VELOCITY S. Aristeidou, D. Shahnazaryan, G. O Reilly | |||||||
09:45 - 09:55 | EFFECT OF GROUND MOTION PULSES ON THE SEISMIC COLLAPSE OF STEEL MOMENT FRAMES M. Liapopoulou, P. Stafford, A. Elghazouli | |||||||
09:55 - 10:05 | INFLUENCE OF GROUND MOTION DURATION ON COLLAPSE RISK: SPECTRAL SHAPE-AMPLITUDE SCALING JOINT EFFECTS D. Montemayor, H. Dávalos, E. Miranda | |||||||
10:05 - 10:15 | ESTIMATION OF BEDROCK EARTHQUAKE MOTION BASED ON NONLINEAR TIME HISTORY ANALYSIS K. Sakai | |||||||
AMBER 2 | ||||||||
RES3 - CONFINED MASONRY CONSTRUCTION FOR ENHANCED SEISMIC RESILIENCE OF HOUSING AND INFRASTRUCTURE | Convenors: S. Brzev, T. Hart | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | A PROPOSAL FOR SEISMIC ANALYSIS AND DESIGN OF CONFINED MASONRY WALLS B. Borah, H.B. Kaushik, V. Singhal | |||||||
09:15 - 09:25 | CONSTRUCTING CONFINED MASONRY IN COUNTRIES WITHOUT BUILDING CODES L.M. Putri, T. Hart | |||||||
09:25 - 09:35 | DEVELOPMENT OF INDIAN SEISMIC DESIGN AND CONSTRUCTION CODE ON CONFINED MASONRY V. Singhal, D.C. Rai, S. Brzev | |||||||
09:35 - 09:45 | CONSIDERATIONS TO RETROFIT AND DESIGN CONFINED MASONRY SCHOOL BUILDINGS A. Parammal Vatteri, A. Di Vito, D. D Ayala | |||||||
09:45 - 09:55 | RETROFIT OF EXISTING CONFINED MASONRY STRUCTURES, CASE STUDY: SCHOOL BUILDING IN CIMAHI, INDONESIA D. Kusumastuti, E. Lim, M. Suarjana | |||||||
09:55 - 10:05 | EVALUATION OF INDONESIAN CONFINED MASONRY WALLS DATABASE USING PUSHOVER ANALYSIS E. Lim, D. Delima, D. Kusumastuti, M. Suarjana, I. Krismayanti | |||||||
10:05 - 10:15 | OUT-OF-PLANE EARTHQUAKE DESIGN OF CONFINED MASONRY WALLS J.J. Perez-Gavilan, Y. Fragoso | |||||||
AMBER 3 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:10 | NEXT CHALLENGES OF GEOTECHNICAL LARGE-SCALE SHAKING TABLE TESTS FOR REGIONAL DISASTER MITIGATION Y. Kawamata, K. Tabata | |||||||
09:10 - 09:19 | LARGE-SCALE TESTING FOR SEISMIC DAMAGE AND FUNCTIONAL DISORDER ASSESSMENT OF HOSPITAL SYSTEM M. Kurata, Y. Kawamata, M. Akazawa, I. Kanao, S. Ohtsuru, S. Matsuo, K. Fujita, K. Cho, K. Kojima, S. Aida, T. Tsutsumi, K. Saburi | |||||||
09:19 - 09:28 | COLLAPSE BEHAVIOR OF A FULL-SCALE COMPOSITE STEEL MOMENT RESISTING FRAME UNDER CYCLIC LOADING H. El Jisr, D. Lignos | |||||||
09:28 - 09:37 | LARGE-SCALE FIELD TESTING OF INTERACTING SOIL-STRUCTURE SYSTEMS D. Pitilakis, A. Anastasiadis | |||||||
09:37 - 09:46 | THE 2019 E-DEFENSE SHAKE-TABLE TEST OF A LARGE-SCALE 3-STORY DISASTER MANAGEMENT CENTER K. Kusunoki, T. Yeow, T. Seike, S. Yagi, A. Teramoto, I. Nakamura, Y. Hibino, S. Fukai | |||||||
09:46 - 09:55 | TESTING ADVANCEMENT FROM ISOLATED TO SUBASSEMBLAGE STEEL COLUMNS UNDER AXIAL AND LATERAL LOADINGS C.C. Chou, Y.C. Lai, H.C. Xiong, T.H. Lin, A. Kumar, C.M. Uang, G. Mosqueda, G. Ozkula, S. El-Tawil, J.P. McCormick | |||||||
09:55 - 10:04 | A NEW SENSING-ALERT CURTAIN WALL SYSTEM VERIFIED IN THE SEISMIC RESPONSES OF A 10-STORY BUILDING K. Takaya, R. Suzuki, T. Nagae, T. Asai, J. Fujiwara, A. Kishida, R. Nishi, K. Kajiwara, Y. Kanzaki | |||||||
10:04 - 10:15 | DISCUSSION | |||||||
AMBER 4 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
09:00 - 09:10 | ASSESSMENT OF COMMUNITY RESPONSE TO AN EARTHQUAKE VIA ACCESSIBILITY TO URBAN FUNCTIONS D. Koren, K. Rus | |||||||
09:10 - 09:20 | A MESOECONOMIC RESILIENCE FRAMEWORK FOR REGIONAL SEISMIC ASSESSMENT STUDIES D. Tsarpalis, E. Karaferi, D. Vamvatsikos, M. Kohrangi, J. Zeppos | |||||||
09:20 - 09:30 | FEMA P-58 RESILIENCE ANALYSIS OF BUILDING PORTFOLIOS CONSIDERING GROUND MOTION CORRELATIONS J.W. Baker, C. Haselton, E. Almeter, D. Cook | |||||||
09:30 - 09:40 | DESIGN OF A HYBRID GROUND MOTION INDEX AND CAT-IN-A-GRID PARAMETRIC EARTHQUAKE TRIGGER FOR MOROCCO R. Guidotti, G. Franco, M. Schmid, Y. Li, M. Peyman, X. Martin, E. Ghorbani, V. Tsertsvadze, O. Polat, A. Juan | |||||||
09:40 - 09:50 | NEXT-GENERATION GEOLOGIC HAZARD EVENT SCENARIOS TO SUPPORT DECISION-MAKING FOR COMMUNITY RESILIENCE J. Rodgers, N. Campbell, H. Stenner, S.A. Sarpy, A. Chakos, D. Espinal, U. Ojha, J. Jomo, J. Baker, L. Tang, R. Tlau, Y. Lotay, H. Kumar, V. Cedillos, J. Young, H. Yepes, R. Laberenne, N. Sharma | |||||||
09:50 - 10:00 | HEURISTIC-BASED SEQUENTIAL DECISION-MAKING ON POST-SHOCK EMERGENCY RESPONSE OF MODERN ROAD NETWORKS L. Sun, S. Yang, X. Liu | |||||||
10:00 - 10:10 | SEISMIC VULNERABILITY, DAMAGE SCENARIOS, AND INACCESSIBLE AREAS IN THE HISTORIC CENTRE OF COIMBRA T.M. Ferreira, A.K. Silverio, A. Prabhakaran, M. Leon | |||||||
10:10 - 10:20 | ASSESSING POST-DISASTER RECOVERY USING SENTIMENT AND TOPIC ANALYSIS ON SOCIAL MEDIA POSTS: L'AQUILA, ITALY D. Contreras, G. Forino, C. Pezzica, F. Liberatore, S. Wilkinson, E. Veliu | |||||||
AMBER 5 | ||||||||
SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | A HEURISTIC MODEL FOR ITALIAN BUILDINGS DRIVEN BY A GENERALIZATION OF DAMAGE DISTRIBUTION FUNCTIONS C. Del Gaudio, G.M. Verderame | |||||||
09:15 - 09:27 | A MULTI-HAZARD MODEL FOR THE CITY OF LISBON, PORTUGAL G. Mascheri, N. Chieffo, C. Arrighi, C. Del Gaudio, S. Li, P. Lourenço | |||||||
09:27 - 09:39 | TRANS-REGIONAL SEISMIC VULNERABILITY MODELS FOR THE HINDU-KUSH-HIMALAYA: TALES AND TRAITS D. Gautam, R. Rupakhety | |||||||
09:39 - 09:51 | CAN RECONNAISANCE MISSIONS PRODUCE RELIABLE FRAGILITY CURVES?: DATA FROM 2011 JAPAN EARTHQUAKE I. Ioannou, S. Bertelli, S. Ohno, A. Shibayama, A. Suppasri, T. Rossetto | |||||||
09:51 - 10:03 | DERIVATION OF FRAGILITY MODELS FOR URM BUILDINGS USING DAMAGE DATA FROM THE 2012 EMILIA EARTHQUAKES C. Monteferrante, G. Salamida, N. Buratti | |||||||
10:03 - 10:15 | TYPOLOGICAL SEISMIC RISK MAPS BASED ON MASONRY BUILDINGS DAMAGED AFTER L'AQUILA 2009 EARTHQUAKE M. Tatangelo, L. Audisio, M. D Amato, R. Gigliotti | |||||||
AMBER 6 | ||||||||
ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | OBSERVATIONAL SEISMIC FRAGILITY OF MASONRY BUILDING AGGREGATES A. Rosti, M. Rota, A. Penna | |||||||
09:15 - 09:25 | DEVELOPMENT OF FRAGILITY CURVES OF MASONRY BUILDINGS BUILD IN A REGULAR ROW AGGREGATE M. Demsic, S. Pinasco, A. Pilipovic, S. Cattari, S. Lagomarsino, M. Savor Novak, M. Uros | |||||||
09:25 - 09:35 | EFFECT OF THE INTERACTION AMONG ADJACENT STRUCTURAL UNITS IN AGGREGATES SUBJECTED TO SEISMIC ACTIONS C. Salvatori, G. Guerrini, F. Graziotti, A. Penna | |||||||
09:35 - 09:45 | REFINED MODELLING AND ANALYSIS OF BUILDING AGGREGATES FOR THE ASSESSMENT OF SEISMIC RESPONSE S. Villar, F. Di Trapani, M. Di Benedetto, M. Petracca, G. Camata | |||||||
09:45 - 09:55 | STRUCTURAL ASSESSMENT OF MASONRY AGGREGATES: A METHODOLOGICAL APPROACH M. Acito, M. Buzzetti, G. Milani | |||||||
09:55 - 10:05 | MODELLING OF INTERACTIONS BETWEEN ADJACENT HISTORICAL BUILDINGS BUILT IN DIFFERENT PHASES M. Ponte, G. Guerrini, A. Penna, R. Bento | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
AMBER 7 | ||||||||
BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone | ||||||||
09:00 - 09:06 | INTRODUCTORY TALK – ANSFISA AND THE SAFETY OF THE ITALIAN “GROUND” TRANSPORTATION NETWORK Convenors, Chairperson | |||||||
09:06 - 09:19 | INVITED PRESENTATION – UIC STRATEGY FOR THE SEISMIC HAZARD MITIGATION F. Iacobini, Chairman of the Subsystem Infrastructure of UIC Rail System Forum | |||||||
09:19 - 09:26 | A FRAMEWORK FOR TREATMENT OF UNCERTAINTY IN SEISMIC DESIGN OF BRIDGES AND ITS APPLICATION EXAMPLES K. Kawarai, M. Ohsumi | |||||||
09:26 - 09:33 | BEHAVIOUR OF RAILWAY EMBANKMENT UNDER SEISMIC EXCITATIONS T. Suyal, B.K. Maheshwari | |||||||
09:33 - 09:40 | SEISMIC RISK MANAGEMENT OF THE ITALIAN RAILWAY INFRASTRUCTURE: CURRENT PRACTICE AND FUTURE TRENDS F. Iacobini, A. Vecchi, A. Mauro, G. Sorrentino, G. Polimanti, A. Caruso | |||||||
09:40 - 09:47 | SEISMIC RISK AND RELIABILITY OF EXISTING BRIDGES F. Biondini, G. Baltzopoulos, D. Cardone, A. Dall Asta, P. Franchin, G. Magliulo, A. Pavese, I. Iervolino | |||||||
09:47 - 09:54 | SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BRIDGES B. Belletti, P. Iacovazzo, A. Miano, A. Safabakhsh, S. Ravasini, A. Mele, P. Bernardi, E. Michelini, M. Di Ludovico, A. Prota | |||||||
09:54 - 10:01 | A METHODOLOGY FOR THE PRELIMINARY SEISMIC ASSESSMENT OF ROAD BRIDGES WITHIN THE ITALIAN GUIDELINES G. Quinci, M. Moretti, L. Marta, F. Paolacci, G. De Felice | |||||||
10:01 - 10:08 | A QUANTITATIVE RISK-BASED METHOD FOR PRIORITY ASSESSMENT OF BRIDGES TO SEISMIC AND TRAFFIC HAZARDS S. Hamidpour, N. Scattarreggia, R. Nascimbene, R. Monteiro | |||||||
10:08 - 10:15 | ANALYSIS OF ROAD NETWORKS RESILIENCE IN SIMULATED SCENARIOS OF SEISMIC EVENTS F. Deflorio, A. Carboni, E. Renzi, G. Palermo, F. Di Nucci, S. Zampino | |||||||
AMBER 8 | ||||||||
GEO1 - RECENT ADVANCES IN THE SEISMIC DESIGN, RISK ASSESSMENT AND MANAGEMENT OF TUNNELS AND UNDERGROUND INFRASTRUCTURES | Convenors: K. Pitilakis, H.-T. Yu, R. Wang | ||||||||
09:00 - 09:10 | THE IMPACT OF TUNNEL-BUILDING CONFIGURATIONS ON THE SEISMIC RESPONSE OF UNDERGROUND STRUCTURES Y.I. Basarah, O. Numanoglu, Y.M.A. Hashash | |||||||
09:10 - 09:20 | PROBABILISTIC SEISMIC RESILIENCE ASSESSMENT OF UNDERGROUND STRUCTURE IN SOFT SOILS Z. Huang | |||||||
09:20 - 09:30 | THE IMPACT OF TALL BUILDINGS ON SEISMIC EARTH PRESSURES ACTING ON BASEMENT WALLS. F. Pinto, S. Dashti, C. Ledezma, J. Abell | |||||||
09:30 - 09:40 | SHAKING TABLE TEST ON A SEGMENTAL TUNNEL CROSSING SOIL-ROCK INTERFACE UNDER TRANSVERSE EXCITATION Y. Yuan, S. Li, H. Yu | |||||||
09:40 - 09:50 | SEISMIC RESPONSE CHARACTERISTICS OF TUNNELS SUBJECTED TO NEAR-FAULT PULSE-LIKE GROUND MOTIONS J. Zhu, X. Li, J. Liang, S. Chen, Q. Dong | |||||||
09:50 - 10:00 | DAMAGE MODEL FOR RISK ASSESSMENT AND RESILIENCE ANALYSIS OF UNDERGROUND STRUCTURES G. Andreotti | |||||||
10:00 - 10:10 | CHARACTERISTICS OF SOIL SPRING PERPENDICULAR TO PIPE AXIS BY PULL-OUT TESTS OF BURIED PIPE Y. Kuwata, T. Ogata, H. Omuro, N. Hasegawa | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
SUITE 6 | ||||||||
NSE2 - NONSTRUCTURAL COMPONENT PERFORMANCE AND FUNCTIONAL RECOVERY | Convenors: D. Cook, S. Sattar | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | IMPROVEMENT OF PERFORMANCE OF NONSTRUCTURAL COMPONENTS TO MAINTAIN OR RECOVER BUILDING FUNCTIONALITY E. Miranda | |||||||
09:15 - 09:27 | ENGINEERING TOOL FOR DESIGN OF FLOOR-ANCHORED NONSTRUCTURAL COMPONENT ATTACHMENTS T. Feinstein, J. Moehle | |||||||
09:27 - 09:39 | CHARACTERIZING DYNAMIC PROPERTIES OF FLOOR-MOUNTED NONSTRUCTURAL COMPONENTS AND SYSTEMS IN HOSPITALS L. Lin, T. Hutchinson | |||||||
09:39 - 09:51 | EXPERIMENTAL EVALUATION OF DETAILS FOR SEISMIC RESILIENT FACADES AND INTERIOR PARTITION WALLS K. Ryan, W. Roser, Y. Ji, S.L. Wynn, T. Hutchinson, C. Melcher, B. Taylor, F. Sesma, R. Madeley, R. Belvin, L. Erkens, G. Nickel | |||||||
09:51 - 10:03 | SEISMIC PERFORMANCE OF ‘ROCKING’ DUAL SLOT TRACK PARTITION WALLS UNDER CYCLIC DRIFTS DEMANDS J. Bhatta, R. Dhakal, T. Sullivan | |||||||
10:03 - 10:15 | A GLOBAL DATABASE OF VULNERABILITY FUNCTIONS FOR STRUCTURAL/NON-STRUCTURAL COMPONENTS AND CONTENTS L. Martins, V. Silva, D. Rodriguez, S. Ramos | |||||||
SUITE 7 | ||||||||
CMS8 - RECENT RESEARCH ON COLUMN BASE CONNECTIONS AND THEIR IMPLICATIONS ON SEISMIC DESIGN | Convenors: F. Zareian, D. Lignos, A. Kanvinde | ||||||||
09:00 - 09:10 | WEAK-BASE/STRONG-COLUMN DESIGN CONCEPT UTILIZING DISSIPATIVE EMBEDDED COLUMN BASE CONNECTIONS H. Inamasu, D. Lignos | |||||||
09:10 - 09:20 | FLEXIBLE BASE COLUMN CONNECTIONS FOR STEEL STRUCTURES R. Herrera, B. Mendoza, R. Lopez | |||||||
09:20 - 09:30 | ASSESSMENT OF THE SEISMIC RESPONSE OF STIFFENED COLUMN BASES WITH MULTI-ROW DISTRIBUTED ANCHOR RODS N. Behboud, A. Rezaeian, F. Zareian | |||||||
09:30 - 09:40 | REPAIR-DECISION MAKING OF DISSIPATIVE EXPOSED COLUMN-BASE CONNECTION IN STEEL MOMENT-RESISTING FRAME B. Song, A. Hassan, A. Kanvinde, C. Galasso | |||||||
09:40 - 09:50 | ROTATIONALLY COMPLIANT COLUMN BASEPLATES TO IMPROVE THE SEISMIC RESPONSE OF A 3-STORY STEEL BUILDING M. Morano, J. Liu, E. Williamson, T. Hutchinson, C.P. Pantelides, R. Piccinin, J. Silva | |||||||
09:50 - 10:00 | SEISMIC REPAIR BY RETIGHTENING ANCHOR BOLTS FOCUSING ON SAFETY VERIFICATION AGAINST AFTERSHOCKS S. Nakada, W. Ramos, T. Sato | |||||||
10:00 - 10:10 | THE NEW AISC STEEL DESIGN GUIDE 1 (3RD EDITION) ON COLUMN BASE CONNECTIONS A. Kanvinde, M. Maamouri, J. Buckholt | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
SUITE 8 | ||||||||
ASR14 - SEISMIC RESILIENCE OF AGING COMMUNITIES | Convenor: G. Faraone | ||||||||
09:00 - 09:09 | ADDRESSING THE CHALLENGES OF CORRODED REINFORCED CONCRETE STRUCTURES WITH ENAHNCED ANALYTICAL MODELS Y. Li, S. Abtahi, J. Liu | |||||||
09:09 - 09:18 | RAPID POST-EARTHQUAKE DAMAGE ASSESSMENT OF AGEING BRIDGES USING ACCELERATION DATA M.M. Kashani, N.A. Alexander, X. Ge | |||||||
09:18 - 09:27 | AN APPROXIMATE METHOD TO ASSESS THE SEISMIC VULNERABILITY OF RC AGING BUILDINGS E. Apostolidi, S. Dritsos, A. Lampropoulos, O. Tsioulou, D. Waldmann-Diederich | |||||||
09:27 - 09:36 | COLLAPSE RISK OF TALL NON-DUCTILE REINFORCED CONCRETE SHEAR WALL BUILDINGS P. Kakoty, C. Molina Hutt, K. Elwood | |||||||
09:36 - 09:45 | SEISMIC VULNERABILITY OF A 1950S-1960S REPRESENTATIVE SOCIAL HOUSING TYPE IN SOUTHERN SPAIN B. Zapico Blanco, M. Quezada, E. Vázquez, A. Morales Ramirez, P. Pineda Palomo, D. Escolano Magrit | |||||||
09:45 - 09:54 | SCENARIOS AS TOOLS FOR SEISMIC RESILIENCE AND SUSTAINABILITY OF AGING BUILDINGS AND INFRASTRUCTURE J. Meneses, G. Faraone, R. Dowell | |||||||
09:54 - 10:03 | PROGRESSIVE COLLAPSE RISK MITIGATION: THE CASE OF THE CHAMPLAIN TOWERS CONDO COLLAPSE IN SURFSIDE C. Pellecchia, A. Cardoni, G.P. Cimellaro, A.A. Khalil | |||||||
10:03 - 10:12 | SEISMIC VULNERABILITY PRELIMINARY ASSESSMENT OF SOUTHERN SPAIN SOCIAL HOUSING FROM 1965 TO 1975 B. Zapico Blanco, P. Pineda Palomo, S. Dianez Santos, L.M. Giraldez Segura, C. Baena Arrabal, M. Vázquez Boza | |||||||
10:12 - 10:21 | MULTI-LEVEL SEISMIC RISK ASSESSMENT TOOLS FOR AGEING BUILDINGS IN CANADA R. Fathi-Fazl, F. Fazileh, Z. Cai | |||||||
SUITE 9 | ||||||||
EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
09:00 - 09:02 | INTRODUCTION | |||||||
09:02 - 09:11 | EFFECTIVE SITE COEFFICIENTS FOR THE 2024 INTERNATIONAL BUILDING CODE (IBC) S. Rezaeian, N. Luco, A.J. Makdisi, H. Mason | |||||||
09:11 - 09:20 | A FRAMEWORK FOR INCORPORATING FATALITY RISK IN SEISMIC ASSESSMENT METHODOLOGY IN NEW ZEALAND F. Zaidi, K. Elwood, A. Hulsey | |||||||
09:20 - 09:29 | GROUND MOTION DIRECTIONALITY AND BIDIRECTIONAL RESPONSE IN SEISMIC BRIDGE DESIGN A. Palma Parra, M. Kowalsky | |||||||
09:29 - 09:38 | A MULTI-OBJECTIVE APPROACH TOWARDS SEISMIC DESIGN OF NEXT-GENERATION CONCRETE STRUCTURES E. Opabola | |||||||
09:38 - 09:47 | ASSESSMENT OF ALTERNATIVE SEISMIC DESIGN PROVISIONS FOR DIAPHRAGMS PER ASCE/SEI 7-22 C.F. Mayorga, G. Tsampras | |||||||
09:47 - 09:56 | TWO-DEGREE-OF-FREEDOM SURROGATE MODEL FOR PERFORMANCE-BASED SEISMIC DESIGN A. Horta Alvares da Silva, B. Stojadinovic | |||||||
09:56 - 10:05 | CRITICAL REVIEW OF THE CAPACITY DESIGN PROCEDURES OF REINFORCED CONCRETE FRAMES F. Crisafulli, G. Torrisi, E. Quiroga | |||||||
10:05 - 10:15 | DISCUSSION |
FRIDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | PHYSICS-GUIDED AI PREDICTIONS OF ROCKING RESPONSES S.Y. Shen, C. Málaga-Chuquitaype | |||||||
09:12 - 09:24 | SEISMIC RESPONSE OF STEEL STRUCTURES EQUIPPED WITH BRBS USING ARTIFICIAL INTELLIGENCE TOOLS E.E. Ballinas, J.A. Escobar, H. Guerrero, V. Cecilio | |||||||
09:24 - 09:36 | A MACHINE LEARNING-BASED METHODOLOGY TO DETERMINE THE BACKBONE CURVE OF RC COLUMNS N. Elyasi, E. Kim | |||||||
09:36 - 09:48 | BRAIN EMOTIONAL LEARNING BASED CONTROLLER FOR VIBRATION ATTENUATION OF HIGH-TECH FACILITIES C. Tappiti, T. Lin, C. Lin | |||||||
09:48 - 10:00 | SEISMIC RISK ASSESSMENT USING MACHINE LEARNING FOR THE AUTOMATIC IDENTIFICATION OF BUILDING FEATURES P. Carpanese, M. Donà, F. da Porto | |||||||
10:00 - 10:12 | TESTING MACHINE LEARNING MODELS FOR RAPID DAMAGE ASSESSMENT AT REGIONAL SCALE S. Ghimire, P. Gueguen | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | MARCS: MACHINE LEARNING FOR SEISMIC PERFORMANCE PREDICTION OF RC BUILDINGS ON SLOPES I. Latif, A. Banerjee, M. Surana | |||||||
09:12 - 09:24 | NEAR-REAL-TIME FRAMEWORK FOR SEISMIC PERFORMANCE CHARACTERIZATION OF A LARGE PORTFOLIO OF BUILDINGS A. Tamhidi, Y. Bozorgnia | |||||||
09:24 - 09:36 | IMPROVING COMPUTATIONAL ABILITY OF MACHINE-LEARNING ALGORITHMS WITH FEATURE SELECTION METHOD N. Asgarkhani, F. Kazemi, A. Manguri, A. Jakubczyk-Galczynska, N. Lasowicz, R. Jankowski | |||||||
09:36 - 09:48 | LONG SHORT-TERM MEMORY MODEL FOR DYNAMIC ANALYSIS OF HYSTERETIC STRUCTURES SUBJECTED TO EARTHQUAKES J. Jeon, O. Kwon, J. Song | |||||||
09:48 - 10:00 | OPTIMAL SEISMIC DESIGN OF SPECIAL MOMENT-RESISTING FRAME STRUCTURES USING GENETIC ALGORITHM M. Andalib, F. Heydari, S. Epackachi, R. Rafiee-Dehkharghani | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | CHARACTERISATION AND SEISMIC FRAGILITY OF ITALIAN SINGLE-STOREY PRECAST CONCRETE BUILDINGS R. Nascimbene, F. Cavalieri, D. Bellotti | |||||||
09:12 - 09:24 | PROPOSAL OF AN EASY-REPAIR PRECAST BEAM-COLUMN CONNECTION EQUIPPED WITH A SLIT DAMPER V. Rodriguez Moreno, H. Guerrero, J.A. Escobar, A. Teran Gilmore, J.J. Gomez | |||||||
09:24 - 09:36 | NUMERICAL ASSESSMENT OF SEISMIC RETROFIT INTERVENTIONS ON A LONG-SPAN PRECAST INDUSTRIAL BUILDING L. Capacci, B. Dal Lago, M. Fadel, S. Bianchi | |||||||
09:36 - 09:48 | DAMAGE ASSESSMENT AND STRUCTURAL BEHAVIOR FACTOR FOR PRECAST REINFORCED CONCRETE STRUCTURAL SYSTEMS A. Chourasia, S. Singhal | |||||||
09:48 - 10:00 | ACTIVE CONFINEMENT OF PRECAST CONCRETE COLUMNS USING FEMNSI SHAPE MEMORY ALLOY HOOPS E. Perez Claros, B. Andrawes | |||||||
10:00 - 10:12 | LINEAR DYNAMICS OF PRECAST VERTICAL PANELS CLADDING INDUSTRIAL FRAMES UNDER EARTHQUAKE ACTION F. Foti, B. Dal Lago, L. Martinelli | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | SEISMIC CAPACITY OF RC BEAM-COLUMN JOINT WITH HIGH ASPECT RATIO USING MECHANICAL ANCHORAGES K. Sugimoto, A. Tasai, Y. Hatanaka, M. Eto, T. Kawakami, M. Akai, S. Takamura, R. Igarashi, K. Nishimura, T. Kiyohara, J. Sakuta, K. Fujiwara, T. Koike | |||||||
09:12 - 09:24 | EFFECT OF SHEAR KEYS IN THE PRECAST WALL TO WALL CONNECTION UNDER CYCLIC LOADING S. Hemamalini, R. Vidjeapriya | |||||||
09:24 - 09:36 | EARTHQUAKE RISK ASSESSMENT OF PRECAST RC STRUCTURES VIA DIFFERENT IM AND DAMAGE PARAMETERS A. Yesilyurt, S. Okuyan Akcan, O. Cetindemir | |||||||
09:36 - 09:48 | SEISMIC PERFORMANCE OF STANDARD AND NEW CLADDING-TO-STRUCTURE CONNECTIONS IN RC PRECAST STRUCTURES G. Menichini, E. Del Monte, M. Orlando | |||||||
09:48 - 10:00 | USE OF VISCOUS DAMPERS FOR RETROFITTING RC MULTI-STORIES PRECAST FRAME BUILDINGS. E. Paci, A. Dervishaj | |||||||
10:00 - 10:12 | SEISMIC BEHAVIOR OF PRECAST CIRCULAR CONCRETE COLUMNS REINFORCED WITH WBUHS REBARS J. Luo, M. Ashida, S. Yuan, J. Zhao, Y. Sun | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | DISSIPATIVE MECHANICAL DEVICES FOR SEISMIC CONNECTIONS OF RC PRECAST ELEMENTS D. Sonda, A.V. Pollini, N. Buratti, C. Mazzotti | |||||||
09:12 - 09:24 | VIBRATION ATTENUATION AND SEISMIC FRAGILITY EVALUATION FOR SIMPLE BOLT-CONNECTED PRECAST RC FRAME J. Yi, D. Wu, B. Zhao | |||||||
09:24 - 09:36 | SEISMIC BEHAVIOUR OF PRECAST SHEAR WALL CONNECTIONS - A REVIEW A. Selva Ganesa Moorthi, G. Appa Rao | |||||||
09:36 - 09:48 | IMPLEMENTATION OF A MATLAB TOOL FOR THE SEISMIC ASSESSMENT OF MULTI-STOREY PRECAST RC BUILDINGS C.F. Manzini, D. Bellotti | |||||||
09:48 - 10:00 | SENSITIVITY SEISMIC ANALYSIS OF REINFORCED CONCRETE PRECAST INDUSTRIAL BUILDINGS WITH HORIZONTAL CLADDING PANELS M. Gams, G. Staresinic, T. Isakovic | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | MODELLING OF SIMPLE ROCKING IN CHURCH FAÇADES: SENSITIVITY TO SEISMIC INPUT AND EFFECT OF ANCHORING L.U. Argiento, F. Ceroni, C. Casapulla | |||||||
09:10 - 09:20 | CAN PRELIMINARY KNOWLEDGE REDUCE RISK? ASSESSING VULNERABILITY TO LIMIT THE PROGRESS OF DAMAGE. E. Brusa, C. Chesi | |||||||
09:20 - 09:30 | MASONRY QUALITY IN SEISMIC PERFORMANCE OF HISTORIC BUILDINGS D. Sonda | |||||||
09:30 - 09:40 | SEISMIC PERFORMANCE OF THE LOMBARD MASONRY BUTTRESS SYSTEMS G. Angjeliu, T. Boothby, G. Cardani, D. Coronelli | |||||||
09:40 - 09:50 | VULNERABILITY CURVES FOR SEISMIC IMPACT ASSESSMENT OF ITALIAN MASONRY CHURCHES: A FIRST PROPOSAL C. Martucci, F.L. Perelli, D. De Gregorio, G. Zuccaro | |||||||
09:50 - 10:00 | 3D FE MODELLING STRATEGIES FOR ANCIENT MASONRY BELL TOWERS D. Li Rosi, L. Contrafatto, H. Varum | |||||||
10:00 - 10:10 | STRUCTURAL HEALTH MONITORING OF THE SANTA MARIA DEL FIORE DOME IN FLORENCE: 35 YEARS AFTER F. Marafini, G. Zini, S. Monchetti, M. Betti, G. Bartoli | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | MODELLING AND EFFECTS OF SEISMIC IMPROVEMENT INTERVENTIONS ON CHURCH ROOFS M.A. Parisi, C.L. Cerreoni, G. Sferrazza Papa, V. Tateo | |||||||
09:10 - 09:20 | VULNERABILITY ANALYSIS OF THE EREROUYK BASILICA IN ARMENIA L. Petrini, P. Bonetti, G. Casnati | |||||||
09:20 - 09:30 | MODEL CALIBRATION IN COMPLEX HISTORICAL MASONRY STRUCTURES: THE CASE OF MILAN CATHEDRAL G. Angjeliu, D. Coronelli, G. Cardani | |||||||
09:30 - 09:40 | MESO SCALE OUT OF PLANE SEISMIC ANALYSIS OF A MASONRY CHURCH FAÇADE IN MONTRÉAL, QUÉBEC (CANADA) E. Giordano, L. Davis, D. Malomo | |||||||
09:40 - 09:50 | SEISMIC BEHAVIOUR OF A MASONRY CHURCH BUILDING: THE CASE STUDY OF SAN MARTINO DEI GUALDESI G. Brandonisio, B. Calderoni, A. Sandoli | |||||||
09:50 - 10:00 | SEISMIC ASSESSMENT OF THAI MASONRY STUPAS USING IMAGE-BASED 3D MODELS AND AMBIENT VIBRATION TESTS N. Poovarodom, P. Thansirichaisree, N. Limsamphancharoen, B. Bhadrakom | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 8 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | A METHODOLOGY FOR THE SEISMIC ASSESSMENT OF MASONRY HERITAGE BUILDINGS. THE MOSQUE OF CORDOBA A. Morales-Esteban, M.V. Requena-Garcia-Cruz, E. Romero-Sanchez | |||||||
09:10 - 09:20 | SEISMIC PERFORMANCE EVALUATION OF HISTORICAL CHURCHES WITH DIFFERENT STRUCTURE WOODEN ROOF IN NAGANO M. Sunagawa, S. Suzuki, Y. Yamada, N. Takiyama | |||||||
09:20 - 09:30 | SEISMIC VULNERABILITY ASSESSMENT OF THE JUSTINIANIC BASILICA ON THE HOLLY SUMMIT (JEBEL MUSA), SINAI A. Miltiadou- Fezans, A. Vrouva, M.E. Dasiou, P. Koufopoulos, M. Myriantheos | |||||||
09:30 - 09:40 | MODELING A COMPLEX UNREINFORCED STONE MASONRY HINDU TEMPLE IN ABU DHABI FOR HEALTH MONITORING H. Abu Shehab, T. Kishida, F. Bouchaala, S. Patel, E. Voyagaki, T. Kim, M. Al Shehhi | |||||||
09:40 - 09:50 | EARTHQUAKE RESISTANCE OF GREAT BUDDHA OF KAMAKURA - A HISTORIC SITTING STATUE CASTED IN 13TH CENTURY - T. Hanazato, Y. Shirai, T. Ochiai, K. Shimazaki, H. Yamawaki, T. Sato, R. Imai, T. Suzuki, Y. Niitsu, S. Sato, M. Morii | |||||||
09:50 - 10:00 | CHURCH OF S. M. DEL CARMINE IN L'AQUILA : IN SITU TEST, STRUCTURAL ANALYZES AND SEISMIC RESTORATION L. Fanale, A. Holzknecht, A. Burlac | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | SEISMIC BEHAVIOR OF MODERN MASONRY BUILDINGS INCLUDING ACOUSTIC INSULATION DEVICES H. Degee, R. Das, D. Dragan | |||||||
09:11 - 09:22 | PROPOSALS FOR THE DEFINITION OF PERFORMANCE LIMIT STATES AND RELATED DRIFT CAPACITY FOR URM WALLS L. Albanesi, P. Morandi, G. Magenes | |||||||
09:22 - 09:33 | INVESTIGATION ON THE HYSTERETIC ENERGY CAPACITY OF LOAD- BEARING MASONRY WALLS D. Chaker, H. Sadegh-Azar | |||||||
09:33 - 09:44 | SEISMIC DESIGN OF MASONRY STRUCTURES CONSIDERING MOMENT REDISTRIBUTION DUE TO WALL-SLAB-INTERACTION T. Kubalski, S. Dreyer, K. El-Deib, P.L.A. Renault | |||||||
09:44 - 09:55 | ADAPTIVE FORCE-BASED PROCEDURE FOR THE SEISMIC DESIGN OF MASONRY BUILDINGS A.H. Salmanpour, P. Steffen, M. Fritsche, J. Schwartz | |||||||
09:55 - 10:06 | STATISTICAL ANALYSIS USING THE IISEE MASONRY DATABASE: PART 2. DEVELOPMENT OF RESTORING FORCE MODEL T. Azuhata, Y. Otsuka | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | IMPACT OF IN-PLANE STIFFNESS OF FLOORS ON THE SEISMIC RESPONSE OF GEO-SOURCED MASONRY N. Zarzour, M.P. Santisi d Avila, L. Lenti, M. Oggero | |||||||
09:11 - 09:22 | NUMERICAL ANALYSIS OF THE SEISMIC PERFORMANCE OF A CONTEMPORARY NON-STABILIZED CEB TINY HOUSE M. Kyriakides, R. Panagiotou, R. Illampas, I. Ioannou | |||||||
09:22 - 09:33 | EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF INTERLOCKING BLOCK WALLS AGAINST IN-PLANE LATERAL LOADING A. Furukawa, J.J. Prasetyo, J. Kiyono | |||||||
09:33 - 09:44 | SHAKE TABLE ANALYSIS OF MASONRY STRUCTURE WITH INTERLINKED BLOCK MASONRY SYSTEM A. Goyal, P. Agarwal | |||||||
09:44 - 09:55 | REBUILDING OF A STONE MASONRY BUILDING WITH A NEW TECHNOLOGY OF FAIR-FACE DOUBLE LEAF MASONRY WALL F. Mosele, L. Barbieri, G. de Felice, S. De Santis, M. Sangirardi, A. Zampa | |||||||
09:55 - 10:06 | STRUCTURAL PERFORMANCE IMPROVEMENT BY INTERNAL REINFORCEMENT ON BRICK MASONRY K. Jin, C. Negishi, R. Miyasaka, H. Choi, C. Quan | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | DEVELOPMENT OF GUIDELINES ON REINFORCED CONCRETE HOLLOW BLOCK (RCHB) CONSTRUCTION IN THE PHILIPPINES T. Narafu, Y. Ishiyama, R. Ison, A. Santos, J. Cunanan, T. Uematsu, T. Nishikawa, H. Imai, S. Matsuzaki, K. Shirakawa, A. Maeshima, T. Yoshino | |||||||
09:11 - 09:22 | EXPERIMENTAL TESTS OF PLANE AND CONFINED/FRAMED UNREINFORCED MASONRY WALLS I. Guljas, J. Zovkic | |||||||
09:22 - 09:33 | SHEAR BEHAVIOR OF CANTILEVER AND COUPLED AAC CONFINED MASONRY WALLS J. Varela-Rivera, J. Cacep-Rodriguez, L. Fernandez-Baqueiro, J. Moreno-Herrera | |||||||
09:33 - 09:44 | FRAGILITY CURVES FOR DAMAGE ASSESSMENT OF PARTIALLY-GROUTED REINFORCED MASONRY WALLS Z. Zhang, J. Murcia-Delso, C. Sandoval, G. Araya-Letelier, F. Wang | |||||||
09:44 - 09:55 | OUT-OF-PLANE FLEXURAL BEHAVIOUR OF UNGROUTED POST-TENSIONED CONCRETE BLOCK MASONRY J.M. Garcia, R. Bonett | |||||||
09:55 - 10:06 | STRUCTURAL BEHAVIOR OF INTERLOCKING BLOCK MASONRY SYSTEM WITH NORMAL AND LIGHTWEIGHT MATERIAL S.M. Dehghan, V. Baneshi, N. Hosseinzadeh | |||||||
10:06 - 10:17 | EFFECT OF TOOTHED WALL-FRAME CONNECTION ON THE LATERAL RESPONSE OF CONFINED MASONRY R. Vadlapudi, B. Singha, G. Mondal, S. Dash | |||||||
MONITOR 12 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: E. Elettore | ||||||||
09:00 - 09:10 | REPAIRABLE CONCENTRIC BRACED FRAMES THROUGH ADDITIVE MANUFACTURING H. Farhoud, I. Mantawy | |||||||
09:10 - 09:20 | EXAMINATION OF SIMPLE REPAIR METHOD FOR ANCHOR-ROD-YIELD-TYPE EXPOSED COLUMN BASE IN STEEL STRUCTURES K. Lin, M. Kurata, S. Matsuo, D. Pettinga, Y. Suzuki, T. Perea | |||||||
09:20 - 09:30 | DUCTILITY EVALUATION OF CONCRETE-ENCASED STEEL-CONCRETE COMPOSITE COLUMNS S. Mishra, S.R. Satish Kumar | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CIRCULAR CFT COLUMNS UNDER CONSTANT DISPLACEMENT AND VARYING AXIAL FORCES R. Onbe, M. Kido, T. Nishimura | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF FRAME STRUCTURES WITH CONCRETE FILLED STEEL TUBULAR SHEAR-DOMINATED COLUMNS D. Gan, B. Liu, H. Li | |||||||
09:50 - 10:00 | SEISMIC PERFORMANCE OF PRECAST STEEL BEAM-TO-CECFST COLUMN SUB-STRUCTURES G. Zhu, K.H. Tan | |||||||
10:00 - 10:10 | BEHAVIOR OF SLENDER CIRCULAR CFT COLUMNS UNDER CYCLIC LATERAL LOADING WITH CONSTANT DISPLACEMENT T. Nishimura, M. Kido, S. Abe | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: F. Freddi | ||||||||
09:00 - 09:10 | FLEXURAL STRENGTH-CALCULATION METHODS FOR CONCRETE-FILLED STEEL TUBES WITH LARGE D/T N. Subedi, S. Bhusal, S. Kono | |||||||
09:10 - 09:20 | SEISMIC PERFORMANCE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS T. Fujimoto | |||||||
09:20 - 09:30 | EXPERIMENTAL CYCLIC RESPONSE OF STEEL TUBES INFILLED WITH RUBBERISED ALKALI-ACTIVATED CONCRETE M. Elzeadani, A.Y. Elghazouli, D.V. Bompa | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CFT COLUMNS WITH MODIFIED FLY ASH SLURRY AS ADMIXTURE FOR CONCRETE W. Kang, T. Nishimura, M. Kido, H. Suyama, K. Takasu | |||||||
09:40 - 09:50 | PERFOMANCE OF STAINLESS-STEEL-TUBULAR-CONCRETE COLUMNS SUBJCETED TO HOLIZONTAL CYCLIC LOADING M. Yamada, S. Honma, T. Akita, K. Yamada | |||||||
09:50 - 10:00 | A MODIFIED PLASTICITY MODEL FOR STEEL USING A SIMPLIFIED MEMORY SURFACE M. Bashiri, G. MacRae, L. Jia, A. Moghadam | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: L. Pieroni | ||||||||
09:00 - 09:10 | PERFORMANCE OF ORTHOGONAL DIRECTION ON CONTINUOUS BEAM-TYPE CIRCULAR CFST BEAM-TO-COLUMN CONNECTION T. Fujinaga, R. Honda, N. Ando | |||||||
09:10 - 09:20 | ASSESSMENT OF SLENDERNESS EFFECT ON CFT MOMENT CONNECTION WITH BIDIRECTIONAL STRENGTH R. Mata, E. Nuñez | |||||||
09:20 - 09:30 | NUMERICAL MODELLING AND SEISMIC ASSESSMENT OF COMPOSITE MOMENT-RESISTING FRAME WITH CFST COLUMNS S. Sivraj, S. Jena, D.R. Sahoo | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CONCENTRICALLY LOADED HOLLOW HIGH-STRENGTH PRECAST CFST PILES: A FE STUDY C. Jasinda, S. Kono, T. Obara, D. Mukai, M. Yamaji | |||||||
09:40 - 09:50 | MULTI-CRITERIA DECISION-MAKING FRAMEWORK FOR ASSESSING STEEL BUILDING SUSTAINABILITY AND RESILIENCE J. Du, W. Wang | |||||||
09:50 - 10:00 | ON THE USE OF SLIM FLOOR STEEL-COMPOSITE BEAMS IN SECONDARY FRAMES E. Camnasio, D. Colpron-Labelle, S. Peltonen | |||||||
10:00 - 10:10 | SEISMIC PERFORMANCE OF RC COLUMN AND S BEAM HYBRID STRUCTURE WITH DIAPHRAGM STRESS TRANSMISSION M. Maruta, H. Aida, S. Nagai, M. Shimizu | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | DEVELOPMENT OF LOW-COST SLIDING-RUBBER ISOLATION SYSTEM FOR MASONRY BUILDINGS USING NATURAL RUBBER Z.N. Md, M. S C | |||||||
09:12 - 09:21 | SEISMIC SOIL PRESSURES ON RIGID WALLS RETAINING INHOMOGENEOUS BACKFILLS G. Anoyatis, S. Francois, N. Letizia, A. Della Corte, O. Orakci, A. Tsikas | |||||||
09:21 - 09:30 | DYNAMIC PROPERTIES OF COARSE-GRAINED SOILS MIXED WITH GRANULATED RUBBER USING SHAKE TABLE EXPERIMENT A. Kapouniaris, A. Anastasiadis, D. Pitilakis | |||||||
09:30 - 09:39 | DYNAMIC PROPERTIES AND COMPRESSIBILITY PARAMETERS OF EPS GEOFOAM: AN EXPERIMENTAL INVESTIGATION G. Kroupi, A. Kapouniaris, E. Filoglou, A. Anastasiadis, D. Pitilakis | |||||||
09:39 - 09:48 | NUMERICAL AND EXPERIMENTAL INVESTIGATION OF THE USE OF EPS GEOFOAM AS A GSI SYSTEM E. Filoglou, M.A. Gatto, G. Kroupi, A. Kapouniaris, A. Anastasiadis, D. Pitilakis, L. Montrasio, H.H. Tsang | |||||||
09:48 - 09:57 | GEOTECHNICAL INTERVENTIONS FOR SEISMIC RETROFITTING OF ONE OF THE TOWERS OF CONSTANTINOPLE WALLS F. Somma, M. Iovino, L. De Sanctis, A. Flora | |||||||
09:57 - 10:06 | IMPACT OF BITUMEN ON MECHANICAL PROPERTIES OF RUBBERISED SOIL FOR GEOTECHNICAL SEISMIC ISOLATION D. Mizher, H. Tsang, M. Disfani | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | GEOTECHNICAL SEISMIC ISOLATION OF ELECTRICAL TRANSFORMERS IN SUBSTATIONS S. Li, Y. Cheng, H. Tsang, K. Pitilakis, Z. Lu | |||||||
09:12 - 09:21 | HYBRID GEOTECHNICAL AND STRUCTURAL SEISMIC ISOLATION: SHAKE TABLE TESTS K. Yuan, D. Gan, J.L. Guo, W.J. Xu | |||||||
09:21 - 09:30 | AN EXPERIMENTAL STUDY ON VIBRATION MITIGATION BY PERIODIC PILE BARRIERS UNDER A MOVING LOAD Y. Ni, Z. Shi | |||||||
09:30 - 09:39 | SAND-RUBBER MIXTURES FOR GEOTECHNICAL SEISMIC ISOLATION OF BUILDINGS Z. Cheng, E.C. Leong | |||||||
09:39 - 09:48 | STRUCTURAL PERFORMANCE OF GEOTECHNICAL SEISMIC ISOLATED BUILDINGS SUBJECTED TO NEAR-FAULT MOTIONS O. Kalyoncu | |||||||
09:48 - 09:57 | AN INNOVATIVE APPROACH TO GEOTECHNICAL SEISMIC ISOLATION: RUBBER-SOIL MIXTURE TRENCH FILLS J. Bernal-Sanchez, J. McDougall, J. Leak, D. Barreto, V. Dimitriadi, M. Nseabasi | |||||||
09:57 - 10:06 | SAND-RUBBER MIXTURES FOR GEOTECHNICAL SEISMIC ISOLATION OF BUILDINGS E.C. Leong, Z. Cheng | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 17 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | STRONG GROUND MOTION ANALYSIS OF THE GORJ SEISMIC SEQUENCE (ROMANIA) FOR ENGINEERING APPLICATIONS A. Tiganescu, B. Grecu, I.G. Craifaleanu, C. Neagoe, C.S. Dragomir, A. Marmureanu, D. Toma-Danila, C. Ionescu | |||||||
09:15 - 09:25 | SOURCE RUPTURE PROCESS OF THE 2022 MS 6.8 LUDING EARTHQUAKE DEDUCED FROM STRONG MOTION DATA Q. Xie, Q. Ma, L. Qian, J. Li | |||||||
09:25 - 09:35 | THE COMMUNITY SEISMIC NETWORK: APPLICATIONS FOR NEAR-REAL-TIME SEISMIC PERFORMANCE ASSESSMENT M. Kohler, Y. Bozorgnia, E. Taciroglu, R. Clayton, R. Guy, S. Goswami | |||||||
09:35 - 09:45 | THE ROMANIAN NATIONAL NETWORK FOR THE SEISMIC MONITORING AND PROTECTION OF BUILDING STOCK C.S. Dragomir, I.G. Craifaleanu, D. Dobre, E.S. Georgescu | |||||||
09:45 - 09:55 | BOREHOLE SEISMOGRAPHIC NETWORK OF TEHRAN METROPOLIS A. Nasiri, E. Salimi, M. Mojezi, M. Bolbolvand, S.M. Hosseini Gelekolai, A. Maghsoudi-Barmi, E. Rahimi Hasanabad, M. Talebi, A. Moradi, Z.H. Shomali, A. Ghalandarzadeh, H. Rahimi, I. Kahbasi | |||||||
09:55 - 10:05 | ALL YOU NEED IS A SEISMIC NETWORK: THE NEW ZEALAND PERSPECTIVE M. Naguit, S. Taylor-Offord, J. Groom, C. Burton, M. Chadwick, J. Young | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 18 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | INTRODUCTION TO THE STRONG MOTION FLATFILE OF CHINA COVERING THE PERIOD FROM 2007 TO 2020 Y. Ren, X. Yao, T. Kishida, W. Guo, K. Ji, H. Wang, Y. Zhang, H. Li, H. Si, Y. Yu, R. Wen | |||||||
09:15 - 09:25 | WAVEFORM PROCESSING IN BELSHAKE, THE BELGIAN GROUND-MOTION DATABASE K. Vanneste, M. Onvani | |||||||
09:25 - 09:35 | GROUND MOTION RELATIONAL DATABASE (GMDB) FOR NGA-WEST3 PROJECT T.E. Buckreis, C.C. Nweke, P. Wang, S.J. Brandenberg, R. Shams, M. Ramos-Sepulveda, R. Pretell, P. Zimmaro, S. Mazzoni, J.P. Stewart | |||||||
09:35 - 09:45 | INTERNATIONAL DATA GAPS AT THE CENTER FOR ENGINEERING STRONG MOTION DATA H. Shao, J. Brody, L. Schleicher, K. Marano, J. Steidl, E. Thompson, M. Hearne, L. Blair | |||||||
09:45 - 09:55 | THE EQSIM-PEER SIMULATED GROUND MOTION DATABASE FOR EARTHQUAKE ENGINEERING APPLICATIONS D. McCallen, K. Mosalam, A. Pitarka, H. Tang, F. Petrone, R. Nakata, C. Pinilla Ramos | |||||||
09:55 - 10:05 | THE NGA-SUBDUCTION WEB PORTAL FOR THE DATABASES, PROCESSED TIME SERIES, AND TOOLS S. Mazzoni, T. Kishida, Y. Bozorgnia | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | SDQ: A PYTHON-BASED OPEN-SOURCE TO IMPROVING DATA QUALITY CHECK OF THE INGV ITALIAN SEISMIC NETWORK F. Varchetta, M. Massa, R. Puglia, P. Danecek, S. Rao, A. Mandiello, D. Piccinini, C. Cauzzi | |||||||
09:15 - 09:25 | IDENTIFICATION BETWEEN EARTHQUAKES AND MICROTREMORS VIA A GENERATIVE ADVERSARIAL NETWORK H. Liu, S. Li, J. Song | |||||||
09:25 - 09:35 | CHALLENGES AND OPPORTUNITIES OF AUTOMATIC EARTHQUAKE DATA PROCESSING C. Cauzzi, J. Bienkowski, J. Clinton, M. D Amico, L. Luzi, C. Mascandola, R. Sleeman | |||||||
09:35 - 09:45 | VIBRATION TEST AND DYNAMIC MODELLING FOR DENSE SEISMIC OBSERVATION USING AUTOMOBILES T. Hirai, H. Takahashi | |||||||
09:45 - 09:55 | COMPARISON BETWEEN WAVELET AND FILTERING METHODS IN PROCESSING OF THE IRANIAN STRONG MOTION RECORDS S. Shokouhirad, M. Ghafory-Ashtiany, A. Ansari | |||||||
09:55 - 10:05 | A JOURNEY TO THE CENTER OF THE USGS NATIONAL STRONG-MOTION PROJECT PROCESSING AND BEYOND L. Schleicher, J. Steidl, E. Thompson, A. Yong, J. Brody, L. Blair, S. Ahdi, M. Hearne, B. Aagaard, S.E. Hough, H. Shao, G. Huddleston, K. Heilpern, K. Marano, G. Ferragut, B. Worden, D. Wald, J. De Cristofaro, A. McClain, B. Dunham, D. Nget, J. Aragon, J. Gomez, V. Amador, V. Carrasco Rodriquez, E. Luna, D. Cembalski, D. Childs, J. Smith, D. Croker | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
09:00 - 09:12 | ENHANCING SEISMIC PERFORMANCE OF PRECAST CONCRETE BUILDINGS USING ROTATIONAL FRICTION DAMPERS Y. Tonguc, I. Mualla, M. Tarasaitis, H. Soylu | |||||||
09:12 - 09:24 | THE PERFORMANCE OF ROTATIONAL FRICTION DAMPER IN STRENGTHENING STRUCTURES FOR SEQUENTIAL EARTHQUAKE A. Rayegani, O. Karimzade Soureshjani, S.A. Moayed Alaee, I. H.Mualla, F. Nemati | |||||||
09:24 - 09:36 | STRUCTURAL CONNECTION WITH PREDETERMINED DISCRETE VARIABLE FRICTION FORCES K. Chen, G. Tsampras | |||||||
09:36 - 09:48 | SEMI-ACTIVE CAM-LEVER FRICTION DEVICE FOR VIBRATION CONTROL OF BUILDINGS SUBJECTED TO EARTHQUAKES A. Palacio-Betancur, R.R. Alwaneen, D. Manickmalar, M. Gutierrez Soto | |||||||
09:48 - 10:00 | REAL TIME HYBRID SIMULATION (RTHS) OF A 2-STORY BUILDING EQUIPPED WITH NOVEL BASE ISOLATION SYSTEMS L. Cao, F. Malik, S. Al-Subaihawi, W. Miao, J. Ricles, T. Marullo, C. Kolay, A. Downey, S. Laflamme | |||||||
10:00 - 10:12 | SEISMIC VIBRATION CONTROL OF ATIEH-2 HOSPITAL BUILDING - A CASE STUDY REPORT A. Yadegari Farzaneh, N. Asadpour, S.A. Moayed Alaee, I.H. Mualla | |||||||
10:12 - 10:24 | SEISMIC PROTECTION OF POWER TRANSFORMERS BASED ON TOGGLE-BRACE-FRICTION-DAMPER SYSTEM B. Belev, G. Bonchev, I. Mualla | |||||||
MONITOR 21 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
09:00 - 09:12 | REAL-TIME HYBRID SIMULATION FOR A FRICTION PENDULUM BEARING WITH IMPROVED VERTICAL FORCE CONTROL C. Lee, Y. Chae | |||||||
09:12 - 09:24 | CORRELATED SEISMIC-MOTION INDICES AND PEAK SLIDING FOUNDATION DISPLACEMENTS K. Yamagishi, R. Ohira | |||||||
09:24 - 09:36 | USING MARKOV CHAINS TO INVESTIGATE THE SENSITIVITY OF FRICTION ISOLATORS TO GROUND MOTION DURATION D. Ruggiero, G.M. Calvi, E. Merhi | |||||||
09:36 - 09:48 | EXPERIMENTAL EVALUATION OF CONCRETE FOUNDATION BEARING STRENGTH FOR FRICTION PENDULUM BEARINGS E. Kose, S. Kishiki, M. Kurosawa, N. Wakita, K. Hayashi | |||||||
09:48 - 10:00 | DAMPING OF CABLE STAYED BRIDGES WITH ROTATIONAL FRICTION DAMPERS M. Vollmering, I. Mualla, J. Gawlista | |||||||
10:00 - 10:12 | RETROFITTING OF A CABLE-STAYED PEDESTRIAN BRIDGE WITH ROTATIONAL FRICTION DAMPERS M. Hazay, I. Mualla | |||||||
MONITOR 22 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
09:00 - 09:15 | NUMERICAL MODELING OF UFREIS: FULL ROLLOVER IMPACT MODEL H. Sheikh, R. Ruparathna, N. Van Engelen | |||||||
09:15 - 09:30 | ON THE DESIGN OF VISCOUS DAMPERS TO BE INSERTED IN HIGH-RISE MOMENT-RESISTING FRAME STRUCTURES L. Landi, N. Bonassi | |||||||
09:30 - 09:45 | OPTIMAL SEISMIC DESIGN OF HIGH-RISE BUILDINGS WITH OUTRIGGER TUNED INERTIAL MASS DAMPER Y. Abrass, O. Lavan | |||||||
09:45 - 10:00 | RESEARCH AND DEVELOPMENT OF VISCOUS FLUID DAMPER FOR INDUSTRIAL FACILITIES AND ITS APPLICATION K. Minagawa, K. Aida, G. Tanaka, K. Kawamura, M. Miyazaki, S. Fujita | |||||||
10:00 - 10:15 | RESEARCH ON SEISMIC RETROFIT OF “JODO-SHU SAINEN-JI HONDO OF TRADITIONAL JAPANESE TEMPLE” USING RESPONSE CONTROL DEVICES T. Horiike, H. Kajikawa, Y. Okada | |||||||
MONITOR 23 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
09:00 - 09:15 | RESIDUAL VIBRATION EXCITATION CONDITIONS FOR A DUAL DYNAMIC VIBRATION ABSORBER WITH AN INERTER H. Nagao, N. Matsuo, N. Miura | |||||||
09:15 - 09:30 | SEISMIC AND TSUNAMI ISOLATION TECHNOLOGY FOR ONSHORE STRUCTURES BY UTILIZING CUSHIONING MATERIAL Y. Ariga | |||||||
09:30 - 09:45 | USE OF SEISMIC ISOLATION ON LIMITED DUCTILITY REINFORCED CONCRETE SHEAR WALL BUILDINGS: A CASE STUDY J. Nino-Castano, B. Chalarca, D. Bedoya-Ruiz | |||||||
09:45 - 10:00 | FUNDAMENTAL RESEARCH ON ACTIVE SEISMIC ISOLATION SYSTEM DEPENDING ON GROUND DISPLACEMENT J. Liu, H. Kanno | |||||||
10:00 - 10:15 | SIMPLIFIED PERFORMANCE-BASED SEISMIC DESIGN METHOD FOR STEEL MRF WITH NONLINEAR VISCOUS DAMPERS B. Dong | |||||||
MONITOR 24 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | A NONLINEAR STUDY OF THE INFLUENCE OF STRONG EARTHQUAKE GROUND MOTION ON IRREGULAR BUILDINGS F. Pachla, T. Tatara, W. Aldabbik | |||||||
09:09 - 09:18 | PREDICTION OF PEAK RESPONSE OF IRREGULAR BASE-ISOLATED BUILDING UNDER PULSE-LIKE EARTHQUAKES K. Fujii | |||||||
09:18 - 09:27 | SEISMIC OBSERVATION OF 36- AND 17-STORY BUILDINGS CONNECTED BY LOW-RISE BUILDING'S FOUNDATION J. Hamada, K. Umemura, T. Honda | |||||||
09:27 - 09:36 | SEISMIC RESPONSE ESTIMATION OF COMMERCIAL BUILDING BASED ON MULTI-POINT MICROTREMOR MEASUREMENT T. Hatada, T. Furukawa, H. Hinata, Y. Nakajima, Y. Ikeda | |||||||
09:36 - 09:45 | COMPARATIVE SEISMIC RESPONSE ANALYSIS OF STILTED STRUCTURE AND CONVENTIONAL STRUCTURE Y. Tang, Y. Li, B. Jiang, S. Ji | |||||||
09:45 - 09:54 | SEISMIC DESIGN OF EXTENDED BUILDINGS L.G. Mejia Cañas | |||||||
09:54 - 10:03 | HOUSE OF DOCTORS BUCHAREST - SEISMIC DESIGN CHALLENGES FOR LONG CORNER PERIODS D. Kober | |||||||
10:03 - 10:12 | INELASTIC TORSIONAL BUCKLING OF SYMMETRIC 3D MOMENT-RESISTING FRAMES CAUSED BY COMBINED NONLINEARITY I. Fukuda, K. Ikago, K. Tsuruta, T. Maeda, A. Nishimoto, Y. Araki, D. Wagg | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | FRAGILITY ANALYSIS OF TORSIONALLY COUPLED SYSTEMS VIA SURROGATE MODELS K. Kaatsiz, H. Sucuoglu | |||||||
09:09 - 09:18 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE SPECIAL MOMENT-RESISTING HILLSIDE BUILDING FRAMES R. Jarapala, A. Menon | |||||||
09:18 - 09:27 | SEISMIC ANALYSIS OF AIRPORT VIADUCT BASED ON AMERICAN CODE F. Xie, Z.Q. Wang, L. An | |||||||
09:27 - 09:36 | SEISMIC DESIGN OF DISCONTINUOUS RC SHEAR WALLS IN TOC OVERBUILDS FOLLOWING PROVISIONS IN NBCC 2020 J. Centeno, J. Stanzeleit, A. Firmo, M. Pearce | |||||||
09:36 - 09:45 | SOLVING THE CONUNDRUM OF RECOVERING SUFFICIENT PARTICIPATING MASS FOR COMPLEX STRUCTURES C. Hickey, R. Kannan, S. Hendry, K. hicyilmaz, D. Grant | |||||||
09:45 - 09:54 | STRUCTURAL PERFORMANCE EVALUATION OF COLUMNS IN REINFORCED CONCRETE PILOTI-TYPE BUILDINGS UNDER COMB U. Kwon, e. Baek, J. Paik, s. Lee | |||||||
09:54 - 10:03 | STUDY OF TLDS IN IRREGULAR BUILDING A. K V, U.K. G, N. Nair | |||||||
10:03 - 10:12 | IMPLEMENTING HIGHER-MODE EFFECTS WITHIN MODAL COMBINATIONS: APPLICATION TO TALL BUILDINGS IN EUROPE A. González-Fonseca | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SDM11 - RECENT FINDINGS ON THE EFFECT OF GROUND MOTION VERTICAL ACCELERATIONS ON BUILDING STRUCTURES | Convenors: F. Zareian, L. Ibarra | ||||||||
09:00 - 09:12 | AMPLIFICATION EFFECT OF VERTICAL RANDOM EXCITATION ON THE DYNAMIC RESPONSE OF BUILDINGS W. Liu, Z. Guan | |||||||
09:12 - 09:24 | INELASTIC BEHAVIOUR OF RC STRUCTURES UNDER TRANSLATIONAL AND ROTATIONAL GROUND MOTIONS I. Akdeniz, A. Ayoub | |||||||
09:24 - 09:36 | FIRST ANALYSIS OF THE ISOLATED ARTIFICIAL GROUND FOR THE RECONSTRUCTION OF CASTELLUCCIO DI NORCIA L. Tentella, V. Nicoletti, L. Ragni, S. Carbonari, F. Gara, L. Dezi | |||||||
09:36 - 09:48 | PARAMETRIC EVALUATION OF TRI-DIRECTIONAL EFFECTS OF NEAR-FAULT GROUND MOTIONS ON STEEL STRUCTURES B. Dong | |||||||
09:48 - 10:00 | NUMERICAL ASSESSMENT OF THE VERTICAL ACCELERATION EFFECTS ON THE DYNAMIC RESPONSE OF URM STRUCTURES S. Kallioras, F. Graziotti, A. Penna, G. Magenes | |||||||
10:00 - 10:12 | VERTICAL ACCELERATIONS IN NEAR AND FAR FAULT CONDITIONS E. Marotti, F. Zotti, A. Penna, R. De Risi, A.L. Simonelli | |||||||
MONITOR 27 | ||||||||
SHM2/BCI7 - TRANSPORTATION INFRASTRUCTURE: MONITORING AND ANALYSIS WITHIN A MULTI-HAZARD CONTEXT | Convenors: F. Ubertini, W. Salvatore, S. Laflamme, M.P. Limongelli, S. Mitoulis | ||||||||
09:00 - 09:11 | DERIVING SOIL-FOUNDATION-PIER PHYSICAL PARAMETERS FROM DYNAMIC IDENTIFICATION TESTS ON BRIDGES S. Carbonari, F. Dezi, F. Gara | |||||||
09:11 - 09:22 | HIERARCHY OF SEISMIC INDUCED INELASTIC EXCURSIONS IN THE PIER SYSTEM OF BRIDGES CROSSING WATERWAYS S. Mehanny, H. Tawadros | |||||||
09:22 - 09:33 | A SIMPLIFIED SOIL DOMAIN MODEL FOR THE SEISMIC DESIGN OF BRIDGES M.P. Santisi d Avila, R. Fares, S. Gobbi, L. Lenti | |||||||
09:33 - 09:44 | MULTI-HAZARD RISK ASSESSMENT: AN INTEGRATED INFRASTRUCTURE RESILIENCE AND MANAGEMENT STRATEGIES O. Alshboul, A. Shehadeh | |||||||
09:44 - 09:55 | STATE OF THE ART DIGITAL TWINNING: THE CASE STUDY OF THE MINCIO'S BRIDGE R. Boccagna, M. Bottini, G. Camata, D. Buccella, M. Petracca, N. Germano, M. Di Giorgio, E. Di Pietro, M. Rossi, D. Donisi, S. Berardis, G. Costantini, L. Grande, G. Tedesco | |||||||
09:55 - 10:06 | INNOVATIVE BRIDGE SURVEILLANCE MODELS: THE CASE STUDY OF A3 HIGHWAY IN SOUTHERN ITALY L. Petti, C. Lupo, C.M. De Gaetano | |||||||
10:06 - 10:17 | SOME RESULTS OF THE STRUCTURAL HEALTH MONITORING OF A CABLE-STAYED BRIDGE IN CENTRAL ITALY V. Nicoletti, S. Quarchioni, R. Martini, L. Amico, L. Tentella, S. Carbonari, F. Gara, L. Dezi | |||||||
MONITOR 28 | ||||||||
SHM2/BCI7 - TRANSPORTATION INFRASTRUCTURE: MONITORING AND ANALYSIS WITHIN A MULTI-HAZARD CONTEXT | Convenors: F. Ubertini, W. Salvatore, S. Laflamme, M.P. Limongelli, S. Mitoulis | ||||||||
09:00 - 09:11 | AN SHM STRATEGY FOR RECOGNIZING UNSEEN DAMAGE CLASSES IN BRIDGES E.M. Tronci, R. Betti | |||||||
09:11 - 09:22 | SEISMIC FRAGILITY OF BRIDGES AFFECTED BY FLOOD AND SCOUR A. R. Abouelhamd, A. Kappos | |||||||
09:22 - 09:33 | INFLUENCE OF FLOOD-INDUCED SCOUR ON TIME-DEPENDENT SEISMIC VULNERABILITY OF BRIDGES M. Gangwar, N. Chirdeep, S. Shekhar | |||||||
09:33 - 09:44 | INFLUENCE OF PIER FOUNDATION TYPE ON SEISMIC VULNERABILITY OF SCOUR-AFFECTED BRIDGES T. Yilmaz, O.C. Aygin | |||||||
09:44 - 09:55 | SEISMIC RESPONSE AND FLOOD WASH AWAY OF TRUSS BRIDGE S. Fujisawa, S. Yotsui, Y. Satofuka, K. Izuno | |||||||
09:55 - 10:06 | SEISMIC PERFORMANCE OF SIMPLY SUPPORTED BRIDGES CONSIDERING UNCERTAINTY IN SCOUR CONDITION F. Pinto, N. Navarro, A. Pizarro, R. Bazaez, F. Hernandez, R. Astroza | |||||||
MONITOR 29 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
09:00 - 09:11 | COLLECTION, ASSESSMENT AND REPORTING OF MACROSEISMIC INTENSITY IN CANADA S. Crane, N. Ackerley, M. Kolaj, C. Blais, H.K.C. Perry, S. Halchuk | |||||||
09:11 - 09:22 | INTEGRATION OF MULTI-SOURCE AND POST-EVENT DATA INTO EMS-98 BASED EARTHQUAKE DAMAGE ANALYSIS N. Hadidian M., J. Schwarz | |||||||
09:22 - 09:33 | ASSESSMENT OF MILITARY BUILDING STOCK BY MEANS OF A TAXONOMY OF STRUCTURAL FEATURES G. Concu, E. Reccia, D. Meloni | |||||||
09:33 - 09:44 | A COMPARISON OF INTENSITY PREDICTION EQUATIONS FOR ITALY A.A. Gomez Capera, M.C. D Amico, V. D Amico, G. Lanzano, M. Locati, C. Meletti, M. Santulin, E. Varini | |||||||
09:44 - 09:55 | INSIGHTS FROM RECTOR'S PALACE IN DUBROVNIK'S OLD CITY EARTHQUAKE PERFROMANCE ASSESSMENT W.R.T. STRUCTURAL EVOLUTION AND INTERVENTIONS D. Penava, A. Vrban, M. Valincic, L. Abrahamczyk, I. Guljas, I. Kraus | |||||||
09:55 - 10:06 | EMPIRICAL SEISMIC ASSESSMENT OF URBAN SETTLEMENTS IN DEVELOPING COUNTRIES: CASE STUDY ERBIL (IRAQ) P.L. Hasan, L. Lamadrid, L. Abrahamczyk, B. Jamal, N.M. Saeed, J. Schwarz | |||||||
10:06 - 10:17 | IMPROVING CATALONIA'S COMMUNITY-BASED MACROSEISMIC DATA COLLECTION AND ANALYSIS J. Irizarry, J. Batlló, N. Romeu, J.A. Jara, X. Martí | |||||||
MONITOR 30 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
09:00 - 09:11 | URBAN DESIGN PERSPECTIVES ON THE USE OF BUILDING TAXONOMIES REFERRING TO EMS-98 CLASSIFICATION A. Schwarz, C. Kaufmann, J. Schwarz | |||||||
09:11 - 09:22 | MACROSEISMIC AND STRONG MOTION FIELDS OF THE 2021 CRETE M6.0 EVENT USING A FINITE FAULT APPROACH M. Ravnalis, H. Kkalas, C. Papazachos, C. Papaioannou | |||||||
09:22 - 09:33 | REVIEW OF SEISMIC INTENSITY QUESTIONNAIRE METHODS IN ACCORDANCE WITH JMA AND MM-MSK SCALES M. Koyama, H. Murakami, S. Yotsui | |||||||
09:33 - 09:44 | EMS-98 APPLICATION TO THE TARGET REGION OF SERAMAR PROJECT MIRRORING THE 2023 EARTHQUAKE SEQUENCE L. Abrahamczyk, J. Schwarz, M.C. Genes, P. Gülkan, T. Langhammer, C. Kaufmann | |||||||
09:44 - 09:55 | MODIFIED MACROSEISMIC APPROACH OF THE SEISMIC VULNERABILITY ASSESSMENT OF RESIDENTIAL BUILDINGS G. Pavic, S. Lozancic, B. Bulajic, M. Hadzima-Nyarko | |||||||
09:55 - 10:06 | SEISMIC RISK OF INFORMALLY CONSTRUCTED HOUSES: MERGING FIELD WORK AND ENGINEERING SIMULATION P. Murray, A. Liel | |||||||
10:06 - 10:17 | VERTICAL GROWTH OF MASONRY BUILDINGS IN PERU AND ITS ROLE IN THEIR SEISMIC VULNERABILITY B. Espinoza-Sifuentes, L. Moya, L. Ceferino |
FRIDAY | 10:30 - 11:45 |
SPACE 1 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
10:30 - 10:40 | EMPIRICAL ESTIMATION OF ACCIDENTAL TORSION USING SEISMIC RECORDS FROM 76 SYMMETRIC-PLAN BUILDINGS J.C. Reyes, A. Clavijo, L. Martinez, I.D. Gomez, J.C. De La Llera | |||||||
10:40 - 10:50 | A NUMERICAL PROCEDURE FOR SEISMIC ASSESSMENT OF EXISTING MASONRY BUILDINGS IRREGULAR IN ELEVATION V. Alecci, S. Galassi, J. Vasquez, R. Nudo, D. Pugliese, G. Stipo, M. De Stefano | |||||||
10:50 - 11:00 | IMPACT OF IRREGULARITY IN ELEVATION ON EC8 DESIGNED RC FRAMES ASSESSED BY PUSHOVER ANALYSIS F. Barbagallo, M. Bosco, A. Ghersi, E.M. Marino | |||||||
11:00 - 11:10 | CRITICAL ANALYSIS OF PROVISION OF SHEAR WALLS FOR SOFT STOREY BUILDINGS (REGULAR BUILDING) A. Gulhane, P. Pajgade, S. Hirde | |||||||
11:10 - 11:20 | SEISMIC ASSESSMENT OF MEDIUM-RISE BUILDINGS WITH VERTICAL IRREGULARITY, USING SIMPLIFIED MODELS J.L. Cabrera, S.E. Ruiz, M.A. Santos-Santiago, A. Terán-Gilmore | |||||||
11:20 - 11:30 | EFFECT OF ARCHITECTURAL FORM ON THE EARTHQUAKE BEHAVIOR OF IRREGULAR REINFORCED CONCRETE BUILDINGS P.R. Santa Ana Lozada, F. Pena Mondragon, A. Morales, M. Requena | |||||||
11:30 - 11:40 | INFLUENCE OF HIGHER MODES ON THE RESPONSE OF IRREGULAR BUILDINGS SUBJECTED TO NARROW-BAND RECORDS G. Diaz-Martinez, A. Teran-Gilmore, K. Centeno-Morales, A. Ceja-Sanchez | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
SPACE 3 | ||||||||
IDD3 - INNOVATIONS IN ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION | Convenors: B. Wang, Z.-P. Chen | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:40 | SEISMIC IMPROVEMENT OF EXISTING BUILDINGS VIA THE NOVEL EXTERNALLY-ATTACHED SC-BRBF SUBSTRUCTURES X. Cao, D. Feng, G. Wu | |||||||
10:40 - 10:48 | A NEW POST-TENSIONED SELF-CENTERING BRACE WITH ADJUSTED STIFFNESS AND DEFORMATION CAPACITIES C.C. Chou, L.Y. Huang | |||||||
10:48 - 10:56 | NONLINEAR ENERGY SINKS WITH INVERTED TRACKS FOR STRUCTURAL RESPONSE MITIGATION J. Wang, Y. Zheng, X. Xiang | |||||||
10:56 - 11:04 | STRUCTURAL BEHAVIOUR OF REPLACEABLE DUCTILE SPLIT-T COMPONENTS UNDER MONOTONIC LOADING G. Cui, H. Zheng, S. Kishiki | |||||||
11:04 - 11:12 | HYSTERESIS PERFORMANCE AND SEISMIC DESIGN METHOD OF INCLINED PLANE GUIDE BEARINGS Y. Dong, T. Peng | |||||||
11:12 - 11:20 | EXPERIMENTAL VERIFICATION OF NEWLY DEVELOPED POLYCARBONATE THERMOPLASTIC BUCKLING RESTRAINED BRACE A. Naeem, J. Lee | |||||||
11:20 - 11:28 | ASSESSING THE PERFORMANCE OF A NEW THREE DIMENSIONAL SEISMIC ISOLATION (3DSI) SYSTEM UNDER COUPLED H M. Pourmasoud, J. Ingham, I. Hajirasouli, J. Lim, A. Behzadi | |||||||
11:28 - 11:36 | SEISMIC CONTROL OF VARIABLE STIFFNESS INTELLIGENT STRUCTURES USING FUZZY CONTROL COMBINED WITHLSTM H. Zhang, L. Wang, W. Shi | |||||||
11:36 - 11:44 | SEISMIC UPGRADING OF NON-DUCTILE RC BUILDINGS EMPLOYING THE SEESAW SYSTEM P. Katsimpini, G. Papagiannopoulos, G. Hatzigeorgiou | |||||||
11:44 - 11:45 | DISCUSSION | |||||||
BROWN 1 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
10:30 - 10:40 | EXPLORING STRONG MOTION DATA AND SERVICES IN AOTEAROA NEW ZEALAND J. Salichon, M. Naguit, J. Hanson, M. Chadwick, GeoNet teams | |||||||
10:40 - 10:50 | THE STRONG MOTION DATABASE OF THE CHILEAN SEISMOLOGICAL CENTRE F. Leyton, B. García, G. Montalva | |||||||
10:50 - 11:00 | NEW DEVELOPMENTS AT THE CENTER FOR ENGINEERING STRONG-MOTION DATA (CESMD) L. Hagos, H. Haddadi, L. Schleicher, J. Steidl, E. Thompson, H. Crume, M. Dhar, N. Leue | |||||||
11:00 - 11:10 | CANADIAN STRONG MOTION MONITORING AND DATA ACCESS J. Cassidy, C. Brillon, H. Seywerd, S. Crane, Y. Kaya, B. Hassani, M. Kolaj, T. Hobbs | |||||||
11:10 - 11:20 | THE DATA CENTER OF THE INSTITUT DE PHYSIQUE DU GLOBE DE PARIS (IPGP-DC) C. Satriano, C. Pardo, C. Guinet, V. Conejero | |||||||
11:20 - 11:30 | THE BELSHAKE DATABASE OF EARTHQUAKE GROUND MOTION IN BELGIUM M. Onvani, K. Vanneste | |||||||
11:30 - 11:40 | THE 99% DATA RETURN RECIPE - CASE STUDY OF THE ITALIAN NATIONAL STRONG MOTION NETWORK M. Franke, L. Filippi, E. Zambonelli, A. Ammirati, S. Sirignano, S. Radman | |||||||
11:40 - 11:50 | OVERVIEW OF THE COORDINATED ACTIONS, SERVICES AND PRODUCTS OF ORFEUS AND ITS ASSOCIATED DATACENTERS C. Cauzzi, J. Clinton, W. Crawford, S. Custodio, S. D Amico, C. Evangelidis, C. Haberland, A. Kiratzi, P. Kolinsky, L. Luzi, Z. Roumelioti, J. Schaeffer, K. Sigloch, R. Sleeman, A. Strollo | |||||||
BROWN 2 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | DECODING SEISMIC RESPONSE IN MODERN UNREINFORCED MASONRY: EXPERIMENTAL INSIGHTS ON PLAN IRREGULARITY A. Asikoglu, G. Vasconcelos, P. Lourenço | |||||||
10:45 - 10:55 | SEISMIC BEHAVIOUR OF MODERN AGGREGATE MASONRY STRUCTURES: A NONLINEAR DYNAMIC ANALYSIS S. Torres-Olivares, B. González Rodrigo, E.I. Saavedra Flores, N. Tarque, L. Navas-Sánchez, D.A. Hidalgo-Leiva | |||||||
10:55 - 11:05 | SEISMIC BEHAVIOUR AND DESIGN OF MODERN REINFORCED MASONRY BUILDINGS: CANADIAN PRACTICE S. Brzev, Y. Hsu, B. Robazza, T. Yang | |||||||
11:05 - 11:15 | WHAT CAN BE DONE TO MODERNIZE CONFINED MASONRY FOR EARTHQUAKE RESISTANCE? S.M. Alcocer, D.C. Ramírez, D.A. Sánchez | |||||||
11:15 - 11:25 | STATISTICAL ANALYSIS USING THE IISEE MASONRY DATABASE: PART1. PROBABILITY DENSITY AND ANALYZING DATA Y. Otsuka, T. Azuhata | |||||||
11:25 - 11:35 | DYNAMIC TESTING OF CONTROLLED ROCKING MASONRY WALLS WITH END-CONFINED BOUNDARY ELEMENTS Y. Soliman, M. Ezzeldin, L. Wiebe | |||||||
11:35 - 11:45 | EXPERIMENTAL BEHAVIOR OF MASONRY WALLS WITH DIFFERENT TYPES OF INTERFACES G. Torrisi, F. Crisafulli | |||||||
AMBER 1 | ||||||||
SDM8/9 - THEORY, MEASUREMENT AND MODELLING OF DAMPING FOR SEISMIC RESPONSE ANALYSIS OF LARGE-SCALE STRUCTURES | Convenors: C.-L. Lee, A. Puthanpurayil, A. Carr, M. Kowalsky, J. Restrepo | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:39 | COMPARISON OF DISPLACEMENT DEMANDS FOR REGULAR BRIDGES USING EDA, DDBA, AND NLTHA D. Martinez, M. Kowalsky | |||||||
10:39 - 10:47 | INHERENT DAMPING ENERGY DISSIPATION IN LIGHT FRAME WOOD SHEAR WALL STRUCTURES AND ITS EFFECTS F. Flores, F. Charney, P. Line | |||||||
10:47 - 10:55 | INFLUENCE OF VISCOUS DAMPING MODELS USING A CONSTANT DAMPING MATRIX ON NONLINEAR DYNAMIC RESPONSE B. Simpson, M. Scott | |||||||
10:55 - 11:03 | INSIGHT ON DAMPING RATIO IDENTIFICATION TECHNIQUES OF THE ENHANCED FREQUENCY DOMAIN DECOMPOSITION Y. Zheng, C. Lee, R. Shen | |||||||
11:03 - 11:11 | TOWARDS AN EVIDENCE-BASED DAMPING MODEL FOR THE SEISMIC ANALYSIS OF BUILDINGS C. Cruz, E. Miranda | |||||||
11:11 - 11:19 | IDENTIFICATION AND PROPOSITION OF A LOCALLY UPDATED DAMPING MODEL FOR REINFORCED CONCRETE ELEMENTS C. Chambreuil, C. Giry, F. Ragueneau, P. Làger | |||||||
11:19 - 11:27 | EFFECT OF STEEL REINFORCEMENT STRAIN RATE ON THE SEISMIC RESPONSE OF STRUCTURES J. Velasquez, J. Restrepo, J. Blandon | |||||||
11:27 - 11:45 | DISCUSSION | |||||||
AMBER 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
10:30 - 10:42 | A LARGE LANGUAGE MODEL FOR DISASTER STRUCTURAL RECONNAISSANCE SUMMARIZATION Y. Gao, G. Zhou, K. Mosalam | |||||||
10:42 - 10:54 | ON AN ACCURATE ESTIMATION OF THE SEISMIC PERFORMANCE OF RC BUILDINGS WITH SSI EFFECTS USING GBRT J.S. Baquero, J.M. Bairan, A. Ledesma | |||||||
10:54 - 11:06 | PREDICTING INTERSTORY DRIFT DISTRIBUTION OF RC STRUCTURES USING MACHINE-LEARNING METHODS B. Mohebi, N. Asgarkhani, F. Kazemi, N. Lasowicz | |||||||
11:06 - 11:18 | AUTOMATED EXTRACTION OF BUILDING TYPOLOGIES FROM A DIGITAL LAND CADASTER USING A VARIATIONAL AUTOENCODER J. de Miguel Rodriguez, A. Morales-Esteban, M.V. Requena-Garcia-Cruz, E. Romero-Sanchez | |||||||
11:18 - 11:30 | SEISMIC RESPONSE PREDICTION OF BUILDINGS USING AUGMENTED KALMAN FILTER AND DEEP LEARNING. A. A. Torky, S. Ohno | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
AMBER 3 | ||||||||
ASR3/4 - RISK-BASED ASSESSMENT METHODS AND RETROFITTING STRATEGIES: SYNERGIES BETWEEN SEISMIC, ENERGY AND ENVIRONMENTAL BEHAVIOR | Convenors: A. Tsiavos, R. Monteiro, R. Bento, M. Caruso, D. Frangopol, A. Liel | ||||||||
10:30 - 10:40 | MITIGATING SEISMIC RISK AND ENERGY INEFFICIENCY OF BUILDINGS IN THE EU K. Gkatzogias, A. Veljkovic, D. Pohoryles, H. Crowley, G. Tsionis, D. Bournas | |||||||
10:40 - 10:50 | SIMPLIFIED LCT-BASED PRE-DESIGN AND ASSESSMENT TOOLS FOR SUSTAINABLE RETROFIT INTERVENTIONS C. Passoni, M. Caruso, A. Marini, R. Pinho, A. Belleri, P. Riva | |||||||
10:50 - 11:00 | APPLICATION OF A MULTI-CRITERIA DECISION-MAKING APPROACH FOR OPTIMAL BUILDING RETROFITTING M. Buttazzoni, M. Caruso, C. Passoni, S. Labò, A. Marini, R. Pinho | |||||||
11:00 - 11:10 | INTEGRATED RENOVATION OF EXISTING BUILDINGS: SUSTAINABILITY THROUGH MULTI-OBJECTIVES MONITORING A. Belleri, A. Marini, P. Riva, S. Castelli, M. Bosio, C. Passoni, M. Eteme Minkada, L. Rota, L. Danesi, M. Milesi, M. Gualdi | |||||||
11:10 - 11:20 | MAPPING SEISMIC RISK AND PRESENCE OF ASBESTOS TO UNLOCK WIDER BENEFITS OF BUILDING RENOVATION G. Tsionis, G. Kakoulaki, C. Maduta, M. Bavetta, P. Zangheri | |||||||
11:20 - 11:30 | THE INCLUSION OF ENVIRONMENTAL METRICS INTO SEISMIC LOSS ASSESSMENTS R.E. Gonzalez, M. Stephens, C. Toma, D. Dowdell | |||||||
11:30 - 11:40 | QUANTIFYING ENVIRONMENTAL IMPACT MITIGATION PROVIDED BY SEISMIC RETROFITTING WITH AMD DEVICES C. Fontana, M. Caruso, R. Pinho, F. Menardo, G. Rebecchi, A. Bussini | |||||||
11:40 - 11:50 | FEASIBILITY OF TIMBER-BASED INTEGRATED SEISMIC AND ENERGY RETROFITTING IN HIGH-SEISMICITY AREAS E. Smyrou, I.E. Bal | |||||||
AMBER 4 | ||||||||
GRM4 - SIMULATION, VALIDATION, AND UTILIZATION OF EARTHQUAKE GROUND MOTIONS FOR ENGINEERING APPLICATIONS | Convenors: S. Rezaeian, M. Dabaghi, R. Paolucci | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | PHYSICS AND BUILDING CODE-BASED SEISMIC HAZARD AND RISK IN MEXICO CITY L. Ramirez-Guzman, M. Leonardo Suarez, M.G. Contreras Ruiz Esparza, M.A. Carrillo Lucia, F.A. Sanabria Hernandez | |||||||
10:45 - 10:57 | LESSONS LEARNT FROM NUMERICAL SIMULATION OF GROUND MOTION IN LOW MAGNITUDE SHALLOW EARTHQUAKES M. Vanini, R. Paolucci, C. Smerzini, I. Mazzieri | |||||||
10:57 - 11:09 | NUMERICAL VERIFICATION OF 3D SITE RESPONSE ANALYSIS BASED ON OBTAINED SEISMIC RECORDS IN ISTANBUL S. Sadeghzadeh, A. Ansal | |||||||
11:09 - 11:21 | EFFECTS OF STOCHASTICALLY-SIMULATED NEAR-FAULT GROUND MOTIONS ON SOIL LIQUEFACTION A.J. Makdisi, M. Dabaghi, L. Brito, S. Rezaeian, K.L. Haynie, H.B. Mason | |||||||
11:21 - 11:33 | SEISMIC RESPONSE COMPARISON OF A HISTORICAL MASONRY CHURCH SUBJECT TO REAL AND SIMULATED GROUND MOTI S.M.S. Hussaini, C. Sebastiani, M. Capasso, V. Sabbatini, S. Karimzadeh, S. Rezaeian, S. Santini, P.B. Lourenço | |||||||
11:33 - 11:45 | DISCUSSION | |||||||
AMBER 5 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
10:30 - 10:45 | IMS-24 VULNERABILITY TABLE AND THE ASSIGNMENT OF VULNERABILITY CLASSES FOR ADDITIONAL BUILDING TYPES J. Schwarz, M. Haweyou, T. Wenk | |||||||
10:45 - 10:55 | FEEDBACK ON THE IMPACT OF MACROSEISMIC DATA IN THE CALCULATION OF SHAKEMAPS. A. Schlupp, L. Pellorce, V. Mendel, M. Grunberg | |||||||
10:55 - 11:05 | INTEGRATION OF ITALIAN MACROSEISMIC ON-SITE AND WEB-BASED SURVEYS: ADVANTAGES AND CRITICALITIES. V. De Rubeis, A. Antonucci, L. Graziani, M. Locati, A. Rossi, A. Rovida, P. Sbarra, A. Tertulliani, P. Tosi | |||||||
11:05 - 11:15 | LEARNING MORE FROM EARTHQUAKES: AN ATTEMPT TO COLLECT MACROSEISMIC, CASUALTY AND EARLY RECOVERY DATA E. So, Y. Aktas, K. Dönmez, C. Johnson | |||||||
11:15 - 11:25 | TOWARDS AN UPDATED DESCRIPTION OF IMS DAMAGE GRADES INCLUDING NON-STRUCTURAL ELEMENTS T. Wenk, J. Schwarz | |||||||
11:25 - 11:35 | METHODOLOGICAL REQUESTS FOR TRANSFORMING BUILDING STOCKS INTO AN EMS-98 CONSISTENT TYPOLOGY L.F.G. Lamadrid, J. Schwarz, L. Abrahamczyk | |||||||
11:35 - 11:45 | THE EFFECT OF BUILDING HEIGHT ON THE PERCEPTION OF EARTHQUAKES P. Tosi, V. De Rubeis, P. Sbarra | |||||||
AMBER 6 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
10:30 - 10:40 | SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST PANEL BUILDINGS IN ISRAEL A. Kagermanov, A. Cohen, Y. Offir | |||||||
10:40 - 10:50 | EFFECT OF CORE REINFORCEMENT ON THE CYCLIC BEHAVIOUR OF HOLLOW CORE SLAB TO BEAM CONNECTIONS D. Vinutha, R. Vidjeapriya, K.P. Jaya | |||||||
10:50 - 11:00 | SEISMIC FRAGILITY ASSESSMENT OF MODULAR PRECAST COMPOSITE SHEAR WALL STRUCTURES D. Wu, J. Yi, B. Zhao | |||||||
11:00 - 11:10 | LOCAL MODELLING OF CAST-IN THREADED DOWEL BAR CONNECTIONS OF PRECAST JOINTS UNDER LATERAL LOADING M. Muhaxheri, B. Dal Lago | |||||||
11:10 - 11:20 | SEISMIC CAPACITY OF CLADDING PANEL-TO-STRUCTURE CONNECTION SYSTEMS IN PRECAST BUILDINGS M. Cimmino, O. Coppola, A. Bonati, A. Occhiuzzi | |||||||
11:20 - 11:30 | EXPERIMENTAL STUDY ON THE RETROFITTED MASONRY-INFILLED RC FRAMES WITH PRECAST ECC PANELS M.H. Ahmadi, F. Nateghi-A, M. Moghadasi | |||||||
11:30 - 11:40 | BEHAVIOUR OF PRECAST BEAM TO COLUMN BILLET CONNECTIONS UNDER CYCLIC LOADING N. Mahamood Ul Hasan, R. Vidjeapriya | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
AMBER 7 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | CAPTURING REGIONAL ASPECTS OF BUILDING'S FUNCTIONAL RECOVERY USING THE F-RECN + IRE-CODES FRAMEWORK N. Blagojevic, V. Terzic, B. Stojadinovic | |||||||
10:45 - 10:57 | MACHINE LEARNING-BASED OPTIMIZATION FRAMEWORK TO SUPPORT RECOVERY-BASED DESIGN O. Issa, R. Silva-Lopez, J. W. Baker, H. V. Burton | |||||||
10:57 - 11:09 | LEVERAGING DECISION TREES TO MAP RECOMMENDATIONS FOR FUNCTIONAL RECOVERY SEISMIC DESIGN PROVISIONS D. Cook | |||||||
11:09 - 11:21 | SEISMIC PERFORMANCE AND FUNCTIONAL RECOVERY ASSESSMENT OF A RETROFITTED LOW-RISE REINFORCED CONCRETE M.J. Echeverria, A.B. Liel, R. Jünemann | |||||||
11:21 - 11:33 | EVALUATING THE VARIABILITY IN FUNCTIONAL RECOVERY PERFORMANCE OF MODERN BUILDINGS ACROSS THE U.S. K. Blowes, C. Molina Hutt, D.T. Cook | |||||||
11:33 - 11:45 | THE IMPORTANCE OF PARAMETER CHOICES IN QUANTIFYING POST-EARTHQUAKE RECOVERY MEASURES P. Kourehpaz, C. Molina Hutt, A. Zsarnoczay | |||||||
AMBER 8 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:41 | EFFECT OF RIGID INCLUSIONS ON THE ATTENUATION OF INDUCED SEISMIC SURFACE WAVES F. Lopez-Caballero, V. Soto-Moncada | |||||||
10:41 - 10:49 | ANN PREDICTION AGAINST FIELD ESTIMATION OF SOIL'S DYNAMIC PROPERTIES IN PU-BASED GSI APPLICATIONS M.P. Gatto, L. Montrasio | |||||||
10:49 - 10:57 | CYCLIC RESPONSE OF SCALED MODEL FOOTING SUPPORTED ON GEOCELL REINFORCED GEOTECHNICAL SEISMIC ISOLATI J. Dhanya, S. Banerjee, A. Boominathan, A. Zhussupbekov | |||||||
10:57 - 11:05 | ANALYSIS OF THE EFFECTIVENESS OF GEOTECHNICAL SEISMIC ISOLATION FOR POST-TENSIONED ROCKING PIERS A. Contento, A. Di Egidio, A. Aloisio, H. Tsang, B. Briseghella | |||||||
11:05 - 11:13 | EXPERIMENTAL STUDY ON THE PHYSICAL AND MECHANICAL PROPERTIES OF GRAVEL-RUBBER MIXTURES AS GSI A. Fiamingo, M.R. Massimino | |||||||
11:13 - 11:21 | FOUNDATION IMPEDANCE FUNCTIONS OF STRUCTURES RESTING ON GRAVEL-RUBBER MIXTURES D. Pitilakis, A. Anastasiadis, A. Vratsikidis, A. Kapouniaris | |||||||
11:21 - 11:29 | THE GEOTECHNICAL SEISMIC ISOLATION BY MEANS OF POLYURETHANE INJECTIONS V. Lentini, M.P.A. Gatto, F. Castelli, L. Montrasio | |||||||
11:29 - 11:37 | FOUNDATION ENHANCEMENT FOR REDUCING TUNNEL-BUILDING SEISMIC INTERACTION J. Mayoral, S. Tepalcapa, A. Roman | |||||||
11:37 - 11:45 | DISCUSSION | |||||||
SUITE 6 | ||||||||
EVO10 - ATC AT 50 - ADVANCING EARTHQUAKE ENGINEERING KNOWLEDGE AND APPLICATION IN THE UNITED STATES AND BEYOND | Convenor: A. Hortacsu | ||||||||
10:30 - 10:45 | 50 YEARS OF ATC: PEOPLE AND PROJECTS OF SIGNIFICANCE OVER THE LAST HALF-CENTURY J. Heintz | |||||||
10:45 - 10:55 | HOW NEXT GENERATION PERFORMANCE-BASED SEISMIC DESIGN ENABLES THE FOCUS ON FUNCTIONAL RECOVERY R. Kersting, J. Heintz, A. Hortacsu, A. Herseth | |||||||
10:55 - 11:05 | THE FEMA/SAC STEEL PROJECT: TRANSFORMING THE SEISMIC PERFORMANCE OF STEEL FRAME BUILDINGS J. Malley | |||||||
11:05 - 11:15 | TALL BUILDING STEEL MOMENT FRAME SEISMIC NONLINEAR ANALYSIS USING SAC/FEMA 351 METHODOLOGIES K. Moore, A. Singhania, P. Cordova | |||||||
11:15 - 11:25 | FEMA P-807-1, GUIDANCE AND RECOMMENDATIONS FOR THE SEISMIC EVALUATION OF MULTI-UNIT WOOD-FRAME BUILD K. Kalbasi, S. Basereh, D. Mar | |||||||
11:25 - 11:35 | AN OVERVIEW OF PERFORMANCE-BASED SEISMIC DESIGN OPTIMIZATION OF STRUCTURES A. Hassanzadeh, S. Moradi | |||||||
11:35 - 11:45 | APPLICATION OF FEMA P-2018 FOR SEISMIC EVALUATION AND CLASSIFICATION IN MEXICO CITY E.F. Espinosa-Cazarin, R. Ordaz Miranda, E. Reinoso Angulo | |||||||
SUITE 7 | ||||||||
EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:40 | CFS-NHERI 10-STORY BUILDING SHAKE TABLE TEST SPECIMEN: DESIGN UPDATES A. Singh, J. Zhang, D. Rivera, M. Eladly, H. Jones, A. Kovac, L. Padgett, D. Rivera, K. Smith, S. Torabian, K. Peterman, B. Schafer, T. Hutchinson | |||||||
10:40 - 10:49 | COMPREHENSIVE SEISMIC RESPONSE TESTS TOWARDS RESILIENT RESIDENTIAL BUILDINGS AND PBEE T. Nagae, C. Yenidogan | |||||||
10:49 - 10:58 | 3-D DETAILED FINITE ELEMENT ANALYSIS OF FULL-SCALE SHAKING TABLE TEST ON A 10-STORY STEEL BUILDING J. Fujiwara, T. Nagae, T. Yan, J. Jin, J. Li, T. Okazaki, A. Kishida, R. Nishi, K. Kajiwara | |||||||
10:58 - 11:07 | DUCTILITY CAPACITY OF REINFORCED CONCRETE ARCH BRIDGES WITH HIGH AXIAL LOAD D. de la Mora, J.P. Moehle, D.J. Miller | |||||||
11:07 - 11:16 | FULL-SCALE TESTING OF STEEL MOMENT FRAMES CRUCIFORM SUBASSEMBLIES FOR SYSTEM-LEVEL BEHAVIOR ANALYSIS C. Sepulveda, G. Mosqueda, C.M. Uang, G. Ozkula, C.C. Chou, K.J. Wang, C.W. Huang, P.C. Huang, M. Cheng, T. Becker, S. El-Tawil, J. McCormick | |||||||
11:16 - 11:25 | UNDERWATER SHAKING TABLES TEST OF SEA-CROSSING CABLE-STAYED BRIDGE UNDER EARTHQUAKE AND WAVE ACTIONS Z.X. Li, Q.T. Zheng, J. Su, Y. Shi, N. Li, B. Zhao, Y. Ding | |||||||
11:25 - 11:34 | AN EXPERIMENTAL STUDY ON COLLPASE MODE OF CONNECTIONS OF WEAK-AXIS SHORT-COLUMN STEEL BRACED FRAME S. Oh, K. Kang | |||||||
11:34 - 11:45 | DISCUSSION | |||||||
SUITE 8 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
10:30 - 10:42 | INVENTIVE FRICTION DEVICES FOR STRUCTURES M. Sarkisian | |||||||
10:42 - 10:54 | 300 M TALL SKYSCRAPER WITH ROTATIONAL FRICTION DAMPERS I. Mualla, K. Hirakawa | |||||||
10:54 - 11:06 | SEISMIC RESPONSE OF CORE WALL BUILDING WITH FRICTION-BASED FORCE-LIMITING CONNECTIONS K. Lee, G. Tsampras | |||||||
11:06 - 11:18 | SELF-CENTRING FRICTION-BASED DEVICES FOR HYBRID COUPLED WALLS: A PRELIMINARY FE STUDY S. Di Benedetto, C.G. Ortiz Pastorino, M. Farahi, M. Latour, F. Freddi | |||||||
11:18 - 11:30 | RISK-BASED SEISMIC PERFORMANCE ASSESSMENT OF STEEL BUILDINGS WITH SELF-CENTERING FRICTION DEVICES F. Shi, S. Cao, O. Ozbulut | |||||||
11:30 - 11:42 | 3D REAL TIME HYBRID SIMULATION OF A TALL BUILDING WITH A NOVEL ROTARY FRICTION DAMPER OUTRIGGER SYSTEM FOR EARTHQUAKE HAZARD MITIGATION J. Ricles, S. Al-Subaihawi, L. Cao, T. Marullo, A. Downey, S. Laflamme | |||||||
11:42 - 11:54 | THE PAST, PRESENT AND FUTURE OF FRICTION-SLIDING SEISMIC RESISTING SYSTEMS IN NEW ZEALAND S. Ramhormozian, C. Clifton, G. MacRae | |||||||
SUITE 9 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
10:30 - 10:40 | MONITORING AND CLASSIFICATION OF NON-STRUCTURAL ELEMENTS IN AN EXISTING BUILDING M. Rota, M. Zito, F. Bianchi, P. Dubini, R. Nascimbene | |||||||
10:40 - 10:50 | SEISMIC DAMAGE OF NON-STRUCTURAL COMPONENTS IN THE SHAKE-TABLE TEST OF 10-STORY STEEL BUILDING R. Nishi, J. Fujiwara, A. Kishida, k. Kajiwara, H. Okano, K. Mizutani, T. Nagae, N. Shinada, T. Murata, T. Suzuki | |||||||
10:50 - 11:00 | EXPERIMENTAL AND NUMERICAL STUDY ON SEISMIC RESPONSE OF ACCESS FLOORS BASED ON SHAKE-TABLE TESTS S. Jun, C. Lee, D. Jung, B. Cho | |||||||
11:00 - 11:10 | SHAKE TABLE TESTS OF ACCELERATION AND DRIFT-SENSITIVE NONSTRUCTURAL ELEMENTS ON A NEW 9-DOF FACILITY I. Lanese, M. Bazzini, F. Dacarro, P. Dubini, E. Rizzo Parisi, M. Rota | |||||||
11:10 - 11:20 | MEASURED ACCELERATION AMPLIFICATION DERIVED FROM SHAKE TABLE TESTS OF A 3-STORY STEEL FRAME BUILDING M. Morano, J. Liu, E. Williamson, L. Lin, T. Hutchinson, C.P. Pantelides | |||||||
11:20 - 11:30 | NON-STRUCTURAL DAMAGES IN THE 2022 GUANSHAN AND CHIHSHANG EARTHQUAKES IN TAIWAN J.F. Chai, F.R. Lin, B.Y. Huang, W.H. Hsu, W.C. Chen, Y.C. Huang, M.C. Ko, G.C. Yao | |||||||
11:30 - 11:40 | A BAYESIAN FRAMEWORK TO INCORPORATE EARTHQUAKE DATA AND SHAKE TABLE TESTS TO DEVELOP IMPROVED EQUIPMENT CAPACITIES R. Cappa, D. Watkins, K. Kirk, G. Hardy, F. Grant, R. Choromokos, J. Richards | |||||||
11:40 - 11:50 | PRELIMINARY RESULTS OF SHAKING TABLE TESTS ON ROOF SYSTEMS I. Lanese, E. Rizzo Parisi, C. Curti, S. Della Sala, M. Bazzini, P. Dubini, F. Dacarro, P. Morandi |
FRIDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
10:30 - 10:40 | PREDICTION OF PARTIAL FAILURE MECHANISMS IN MASONRY AGGREGATES: NEW COMPUTATIONAL TRENDS G. Milani | |||||||
10:40 - 10:50 | AN APPROACH FOR LARGE-SCALE SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE V. Cima, V. Tomei, E. Grande, M. Imbimbo | |||||||
10:50 - 11:00 | A CASE STUDY ON SEISMIC FRAGILITY ASSESSMENT OF HISTORICAL UNREINFORCED MASONRY BUILDING AGGREGATES N.C. Palazzi, J.P. Munoz, F. Bertin, J.C. de la Llera, D. D Ayala | |||||||
11:00 - 11:10 | COMPARING DIFFERENT PROCEDURES FOR THE EVALUATION OF THE SEISMIC RESPONSE OF BUILDING AGGREGATES C. Chesi, E. Elmo | |||||||
11:10 - 11:20 | SEISMIC FRAGILITY AND RETROFIT BY EXOSKELETONS OF CLUSTERED BUILDINGS: AN APPLICATION IN SOUTH ITALY R. Di Chicco, G. Longobardi, A. Formisano | |||||||
11:20 - 11:30 | SEISMIC FRAGILITY OF AGGREGATES IN YUNGAY NEIGHBORHOOD OF SANTIAGO DE CHILE I. Tomic, N.C. Palazzi, J.P. Munoz Galvez, J.C. De la Llera Martin, K. Beyer | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
10:30 - 10:40 | SEISMIC VULNERABILITY OF BUILDING AGGREGATES: DIFFERENT APPROACHES AND STRATEGIES FROM CASE STUDIES R. Vicente | |||||||
10:40 - 10:50 | SEISMIC VULNERABILITY ASSESSMENT OF A HERITAGE MASONRY AGGREGATE IN CENTRAL ROME L. Dalla Rosa, L. Boselli, E. Mola | |||||||
10:50 - 11:00 | SEISMIC VULNERABILITY ASSESSMENT OF BUILDING AGGREGATES: A CASE STUDY IN ZAGREB DOWNTOWN M. Banicek, V. Bernardo, I. Tomic, P. B. Loureño, K. Beyer, M. Uros | |||||||
11:00 - 11:10 | VULNERABILITY ASSESSMENT OF HERITAGE MASONRY AGGREGATE BUILDINGS IN ZAGREB, CROATIA A. Moretic, M. Stepinac, K. Ozic | |||||||
11:10 - 11:20 | MULTI-SCALE SEISMIC VULNERABILITY ASSESSMENT OF HISTORIC CENTRES: THE CASE STUDY OF POPOLI, ITALY M.G. Masciotta, G. Cianchino, C. Cantagallo, G. Brando, E. Spacone | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone, S. Zampino | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | A FRAMEWORK OF SEISMIC FRAGILITY ANALYSIS FOR THE EXSISTING REINFORCED CONCRETE BRIDGE IN INDONESIA (STUDY CASE: JAKARTA) V.C. Simanjuntak, I. Imran, M. Moestopo, H.D. Setio | |||||||
10:43 - 10:53 | SENSITIVITY ANALYSIS OF SEISMIC VULNERABILITY CLASS ASSESSMENT UNDER UNCERTAINTY L. Capacci, S. Bianchi | |||||||
10:53 - 11:03 | SEISMIC ASSESSMENT OF BRIDGES: STATE OF THE ART REVIEW AND PRACTICE-ORIENTED CONSIDERATIONS F. Gatti, M. Cademartori, M. Molinari, D. Pastorelli, M. Bertagnon | |||||||
11:03 - 11:13 | COLLAPSE FRAGILITY CURVES OF RC PIERS WITH CORRODED REBARS D. Cardone, V. Possidente, G. Perrone, D. Bernardini, D. Ruta, A. Paolone, F. Braga, F. Buttarazzi, A. Rossi | |||||||
11:13 - 11:23 | A BRIDGE RATING WEB TOOL FOR OPTIMISED MANAGEMENT N. Scattarreggia, M. Calò, G. Mucedero, R. Monteiro | |||||||
11:23 - 11:33 | HIGH-DEFINITION NUMERICAL MODELLING OF REINFORCED CONCRETE HALF-JOINTS A. Orgnoni, E. Brunesi, D. Bolognini, F. Dacarro, M. Malavisi | |||||||
11:33 - 11:43 | DYNAMIC RESPONSE ANALYSIS OF TWO-STORY RC VIADUCT WITH SEISMICALLY REPAIRED MIDDLE BEAMS K. Uemura, K. Kusaka, Y. Takahashi | |||||||
11:43 - 11:53 | CODE-COMPLIANT PRACTICE-AIMED NONLINEAR PROCEDURE FOR SEISMIC ASSESSMENT OF EXISTING HIGHWAY BRIDGES F. Braga, D. Cardone, P. Franchin, A. Lupoi, E. De Angelis, F. Noto, F. Buttarazzi, A. Rossi, N. Zoratto | |||||||
MONITOR 4 | ||||||||
BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone, L. Tatarelli | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | BRIDGE SPAN DISLODGEMENT DURING EARTHQUAKES - MECHANISMS AND ITS PREVENTION P. Goswami, S.R. Dash | |||||||
10:43 - 10:53 | OPEN DATASET OF ROAD OBSTRUCTIONS DUE TO COLLAPSED BUILDINGS FROM THE 2023 TURKEY EARTHQUAKES L. Moya, F. Mesias, A. Tostado, A. Kramer, L. Ceferino, S. Wiguna, B. Adriano | |||||||
10:53 - 11:03 | EXPLORING THE DISCRETE ELEMENT MODELLING APPROACH FOR SAFETY ASSESSMENT OF PRESTRESSED CONCRETE BRIDGES M. Calò, G. Andreotti, P.M. Calvi, R. Monteiro | |||||||
11:03 - 11:13 | SEISMIC RISK EVALUATION: CRITICAL ANALYSIS ON ASPI NETWORK ACCORDING TO THE ITALIAN GUIDELINES M. Malavisi, F. Buttarazzi, F. Ridente, F. Braga, M.C. Venturi | |||||||
11:13 - 11:23 | THE GUIDELINES FOR THE MANAGEMENT OF THE ITALIAN RAILWAY BRIDGES IN THE FRAMEWORK OF THE SMS P.L. Navone, L. Tatarelli, I. Castriota, G. Viti, A. Farina | |||||||
11:23 - 11:33 | GENOVA CASELLA RAILWAY (GENOVA, ITALY). INTEGRATED MONITORING SYSTEM APPLIED TO RAILWAY LINE G. Fabbri, M. Grassi, A. Zattoni, F. Ciferri, S. Scancella, N. Belcecchi, E. Scarpi, E. Chiossone | |||||||
11:33 - 11:43 | SEISMIC RISK MITIGATION OF EXISTING P.R.C. RAILWAY BRIDGES AND VIADUCTS BY SEISMIC RETROFITTING L. Evangelista, D. Ludovici, A. VIttozzi | |||||||
MONITOR 5 | ||||||||
CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
10:30 - 10:40 | BUCKLING-RESTRAINED CORRUGATED STEEL SHEAR WALL STRENGTHENED WITH RC PANEL G.Q. Li, H.J. Jin, F.F. Sun, Y. Xiang, D.Z. Hu | |||||||
10:40 - 10:50 | DYNAMIC FRICTION EFFECTS IN BUCKLING-RESTRAINED BRACES B. Sitler, T. Takeuchi, Y. Terazawa, M. Terashima | |||||||
10:50 - 11:00 | DESIGN ACTIONS FOR BUCKLING-RESTRAINED BRACE SHEAR KEYS B. Sitler, M. Terashima | |||||||
11:00 - 11:10 | PERFORMANCE OF LARGE SIZE BUCKLING-RESTRAINED BRACES N. Wakita, A. Watanabe, K. Hayashi, Y. Nakamura | |||||||
11:10 - 11:20 | ESTIMATING THE CUMULATIVE PLASTIC DEFORMATION CAPACITY OF BRBS SUBJECTED TO ARBITRARY LOADING H. Liu, Z. Qu | |||||||
11:20 - 11:30 | EXPERIMENTAL INVESTIGATION OF A NEW DUAL-TEE BUCKLING-RESTRAINED BRACE C.L. Wang, Y. Yuan, B. Zeng | |||||||
11:30 - 11:40 | SHAKING TABLE TEST OF A DAMPED OUTRIGGER SYSTEM P. Lin, P. Chen, M. Chung, M. Chen | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
10:30 - 10:40 | SEISMIC RESPONSE OF STEEL FRAMES WITH POST-TENSIONED BRBS USING CARBON FIBER CABLES AND STEEL STRAND K. Atasever, Y. Terazawa, S. Inanaga, T. Takeuchi, O.C. Celik | |||||||
10:40 - 10:50 | COMPLETE COLLAPSE ANALYSIS OF STEEL MOMENT-RESISTING FRAMES WITH BUCKLING-RESTRAINED BRACES Y. Koetaka, K. Fukuhara | |||||||
10:50 - 11:00 | EVALUATING THE EFFECT OF INITIAL GRAVITY FORCES IN BUCKLING-RESTRAINED BRACE FRAME BRACES B. Saxey, C. Li, R. Sabelli, D. Welch | |||||||
11:00 - 11:10 | SEISMIC PERFORMANCE OF STEEL BUCKLING-RESTRAINED BRACED FRAMES DESIGNED TO THE CANADIAN STANDARDS A. Sadrara, S. Epackachi, A. Imanpour | |||||||
11:10 - 11:20 | SLIDING GUSSET CONNECTIONS FOR IMPROVED SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES WITH BRBS J. Zhao, J. Wang, C. Wang | |||||||
11:20 - 11:30 | NUMERICAL INVESTIGATION OF THE STEEL-LEAD HYBRID DUAL-YIELD BRB UNDER FREQUENT EARTHQUAKE LOADING M. Jia, Y. Chen, P. Jin | |||||||
11:30 - 11:40 | SUPPLEMENTING STEEL EXOSKELETON FOR SEISMIC UPGRADING WITH ENERGY DISSIPATION BY BUCKLING RESTRAINED F. Barbagallo, M. Bosco, W. Leni, E.M. Marino | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | INFLUENCE OF MASONRY INFILL WALLS ON THE SEISMIC RESPONSE OF EXISTING RC FRAME BUILDINGS - APPLICATION TO PORTUGAL L. Varela, A.A. Correia, L. Guerreiro | |||||||
10:39 - 10:48 | HOMOGENIZATION-BASED NUMERICAL ANALYSIS OF CORRUGATED STEEL INFILL WALLS UNDER LATERAL LOADING U.K. Pandit, G. Mondal, D. Punera | |||||||
10:48 - 10:57 | INFLUENCE OF DIFFERENT TYPES BRICK MASONRY IN THE PERFORMANCE OF A RC FRAMED BUILDING M. Priyadarshini, G. Mondal, S.R. Dash | |||||||
10:57 - 11:06 | DAMAGES IN CORNER BUILDINGS OF MEXICO CITY DURING THE SEPTEMBER 19, 2017 EARTHQUAKE J.I. Lopez, A. Martínez, J.M. Jara, H. Varum, B.A. Olmos | |||||||
11:06 - 11:15 | FLOOR ACCELERATION RESPONSE OF ASYMMETRICALLY INFILLED REINFORCED CONCRETE MOMENT FRAME BUILDING M. Sharma, Y. Singh, H. Burton | |||||||
11:15 - 11:24 | HAZARD-CONSISTENT ASSESSMENT OF REINFORCED CONCRETE FRAMES WITH UNREINFORCED MASONRY INFILL WALLS J. Archbold, K.M. Mosalam | |||||||
11:24 - 11:33 | PERFORMANCE OF RC FRAMES WITH URM INFILLS UNDER DIFFERENT CONDITIONS L.S. Yerramsetty, P.K. Ramancharla | |||||||
11:33 - 11:42 | COST-EFFECTIVE METHOD FOR IMPROVING SEISMIC RESPONSE OF MASONRY INFILL WALLS IN RC FRAME STRUCTURES J. Bojadjiev, R. Apostolska, G. Nechevska-Cvetanovska, D. Varevac, J. Bojadjieva | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 8 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | NUMERICAL STUDY ON TORSIONAL PERFORMANCE AND FAILURE MECHANISMS OF MASONRY INFILLED RC FRAMES T. Suzuki | |||||||
10:39 - 10:48 | SEISMIC FRAGILITY OF BUILDINGS DAMAGED BY THE 2014 NORTHERN THAILAND EARTHQUAKE T. Ornthammarath, C.T. Chua, A. Suppasri, P. Foytong | |||||||
10:48 - 10:57 | RESPONSE OF INFILLED REINFORCED CONCRETE FRAMES WITH FAILURE IN INFILL DOMINATED BY SLIDING SHEAR H. Dewangan, M. Kumar | |||||||
10:57 - 11:06 | SEISMIC PERFORMANCE EVALUATION OF LOW-RISE RC FRAME BUILDINGS WITH MASONRY INFILL IN NEPAL S. Wagle | |||||||
11:06 - 11:15 | SEISMIC VULNERABILITY OF MASONRY INFILLED RC FRAMES WITH AN OPEN FIRST STORY R. Volchev, N. Postolov, K. Milkova, K. Todorov, E. Dumova-Jovanoska | |||||||
11:15 - 11:24 | VERIFICATION OF RAPID SEISMIC VULNERABILITY ASSESSMENT FOR LOW-RISE INFILLED RC FRAME STRUCTURES J. Srechai, W. Wararuksajja, A. Sunatai, E. Panyaroj, S. Leelataviwat | |||||||
11:24 - 11:33 | FRAGILITY CURVES FOR INFILLED RC FRAME BUILDINGS IN THE EMILIA-ROMAGNA REGION N. Nabizadeh Moghaddam, G. Salamida, N. Buratti | |||||||
11:33 - 11:42 | SEISMIC LOSS ANALYSIS IN REINFORCED CONCRETE BUILDINGS WITH VARIOUS INFILL MATERIALS P. Giri, L. Ierimonti, I. Venanzi | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | SEISMIC DAMAGE ASSESSMENT OF CONCRETE BUILDINGS INCLUDING THE CONTRIBUTION OF INFILL MASONRY WALLS R. Alva Bañuelos, E. Cabrera Velez, R. Gonzalez Drigo, Y. Vargas Alzate, L. Pujades, J. Avila Haro, G. Luzi | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION OF THE INFILL-FRAME CONTACT STATE DURING AN EARTHQUAKE A. Brodsky, O. Barsheshet, Y. Elbo | |||||||
10:48 - 10:57 | LATERAL LOADING TEST FOR A MASONRY INFILLED DUCTILE FRAME WITH AN ECCENTRIC OPENING B. Li, Y. Tu, H. Lin | |||||||
10:57 - 11:06 | 3D-FULL FIELD DEFORMATION MEASUREMENT AND CRACK MAPPING OF INFILL USING DIC UNDER OUT-OF-PLANE LOADS S.H. Basha, X. Xie, Z. Guo | |||||||
11:06 - 11:15 | A SHAKING TABLE TEST ON PERFORMANCE OF MASONRY INFILLS IN RC FRAMES X. Xie, W. Chen, L. Zhang, Y. Zhao | |||||||
11:15 - 11:24 | DYNAMIC ANALYSIS OF RC FRAMED BUILDING WITH INFILL R. Dubey, G. Gaurav | |||||||
11:24 - 11:33 | A NEW APPROACH FOR CALCULATING CAPACITY OF INFILL MASONRY WITH OPENINGS IN SEISMIC RESPONSE ANALYSIS S. Qudrtullah, S. Taiki | |||||||
11:33 - 11:42 | INFLUENCE OF BED JOINT STRENGTH ON GLOBAL BEHAVIOR OF PARTIALLY INFILLED RC FRAMES B.N. Singha, G. Mondal | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS8 - RECENT RESEARCH ON COLUMN BASE CONNECTIONS AND THEIR IMPLICATIONS ON SEISMIC DESIGN | Convenors: F. Zareian, D. Lignos, A. Kanvinde | ||||||||
10:30 - 10:40 | POTENTIAL FOR CONCRETE BREAKOUT FAILURE IN COLUMN-FOUNDATION CONNECTIONS B. Worsfold, J. Moehle | |||||||
10:40 - 10:50 | SEISMIC PERFORMANCE OF EMBEDDED COLUMN BASE CONNECTIONS: TESTS AND STRENGTH MODELS A. Hassan, A. Kanvinde | |||||||
10:50 - 11:00 | EXPERIMENTAL INVESTIGATION OF CONTROLLED ROCKING STEEL COLUMN BASE Y. Cui, Y. Zhong | |||||||
11:00 - 11:10 | RESIDUAL STRESS ANALYSIS OF ECCENTRICALLY BRACED FRAME SHEAR LINK WITH END PLATE K. Zamzami, B. Budiono, M. Moestopo, D. Kusumastuti, M. Refai Muslih, C. Zulfahnur Syafitri | |||||||
11:10 - 11:20 | THE CYCLIC LOADING TEST ON THE PRECAST BOX CULVERT WITH LOOP JOINT AND ITS SIMULATION ANALYSIS Y. Sakai, Y. Kajita, T. Katayama, T. Yamasaki | |||||||
11:20 - 11:30 | SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES INCORPORATING DUCTILE COLUMN BASE CONNECTIONS M. Medalla, P. Torres-Rodas, D. Lopez-Garcia | |||||||
11:30 - 11:40 | INVESTIGATING THE VON MISES AND EQUIVALENT PLASTIC STRAIN INDICES IN SEISMIC BEHAVIOUR OF DRILLED FLANGE CONNECTION WITH CONSIDERING THE EFFECT OF HOL H. Asgaran, M.G. Vetr Tamijani, H.R. Ebrahimizadeh Qohrud, A. Khaleghi, F. Tayeri, M.H. Zolfagharzadeh | |||||||
MONITOR 11 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | A STUDY ON FACTOR ANALYSIS OF DIFFERENCE BETWEEN HORIZONTAL SBSR FOR EACH AZIMUTHAL ANGLE M. Aoki, Y. Yamamoto, Y. Uchiyama, N. Takai | |||||||
10:42 - 10:54 | APPLICABILITY ANALYSIS OF SITE EFFECTS FOR THREE GENERALIZED INVERSION METHODS X.L. Chen, K.L. Chen, Z.R. Jiang | |||||||
10:54 - 11:06 | EMPIRICAL SITE RESPONSE OF MEXICO CITY THROUGH REGIONALIZATION OF GLOBAL SUBDUCTION GMMS V. Contreras, J. Stewart, X. Pérez-Campos, J. Mayoral, D. De La Rosa | |||||||
11:06 - 11:18 | STUDY OF THE RELATIONSHIP BETWEEN SHEAR-WAVE VELOCITY STRUCTURE AND SEISMIC RESPONSE OF HUMIC SOIL K. Ishikawa, S. Yasuda, N. Ohbo, H. Ogawa, J. Aikawa, S. Senna | |||||||
11:18 - 11:30 | NONLINEAR CHARACTERISTICS OF KIK-NET AND K-NET STATIONS IN THE IWATE PREFECTURE IN JAPAN A. Schibuola, S.T. Lai, L.F. Bonilla | |||||||
11:30 - 11:42 | DAMAGE EXTEND IN THE 2022 ABRA EARTHQUAKE, PHILIPPINES, AND RESULTS OF DYNAMIC BUILDING CHARACTERIST T. Ochiai, T. Enomoto, Y. Shumuta, B. Leonila, N. Ishmael | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | SIMULATION-BASED SMOOTHED EFFECTIVE AMPLITUDE SPECTRUM SITE AMPLIFICATION MODELS FOR WESTERN UNITED STATES D. Centella, O. Ilhan, Y. M.A. Hashash, N. Abrahamson | |||||||
10:42 - 10:54 | THE PERFORMANCE OF 1D SITE RESPONSE APPROACH IN THE NOVEMBER 23, 2022, GOLYAKA, TURKEY EARTHQUAKE R. Gundogdu, G. Tufekcibasi Erdogan, O. Indir, K.N. Eroglu, O. Ilhan, A.C. Zulfikar | |||||||
10:54 - 11:06 | SITE RESPONSE OF RECLAMATION SITE: A CASE STUDY OF HONG KONG K. Ismail, G. Wang, Z. Chen | |||||||
11:06 - 11:18 | SITE AMPLIFICATIONS OF CHIANG MAI BASIN, THAILAND FROM 1D AND 2D SITE RESPONSE ANALYSIS A. Jirasakjamroonsri, N. Poovarodom, P. Warnitchai, T. Ornthammarath | |||||||
11:18 - 11:30 | A NEW SCHEME TO SOLVE NONLINEAR SYSTEMS IN THE FREQUENCY DOMAIN: THE EQUIVALENT-NONLINEAR METHOD G. Andreotti | |||||||
11:30 - 11:42 | ANALYSIS OF NEAR-FAULT SITE RESPONSE BASED ON DOWNHOLE ARRAY RECORDS N. Wang, X. Li, A. Liu | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | SPAC-BASED METHOD FOR ACQUIRING DIRECTIONAL INFORMATION BY DENSE CIRCULAR ARRAYS H. Kimura, H. Tomobe, H. Morikawa | |||||||
10:42 - 10:54 | ARRIVAL AND ROTATIONAL DIRECTIONS OF RAYLEIGH WAVES FROM SINGLE-STATION MICROTREMOR MEASUREMENTS T. Kogawa, K. Tokimatsu | |||||||
10:54 - 11:06 | MODELING OF RAYLEIGH WAVE GENERATION, PROPAGATION ACROSS WATER BODY AND ENGINEERING IMPLICATIONS S. Malik, V. Vats, J.P. Narayan | |||||||
11:06 - 11:18 | ACTIVE AND PASSIVE-SOURCE SURFACE WAVE INVESTIGATION IN THE GRONINGEN GAS FIELD, THE NETHERLANDS A. Martin, W. van der Veen, X. Campman, K. Ooms-Asshoff | |||||||
11:18 - 11:30 | SEASONAL VARIATION OF SITE AMPLIFICATION CHARACTERISTICS BY GEOPHYSICAL SURVEYS IN A COLD REGION S. Tsuno, H. Yamanaka, N. Takai, N. Nakagawa, M. Shigefuji, J. Horita, S. Nomoto, T. Kishikawa, S. Kawajiri, A. Ogasawara | |||||||
11:30 - 11:42 | CALIBRATION OF VELOCITY MODELS FOR 1D SITE RESPONSE ANALYSIS USING BOREHOLE SEISMOMETER RECORDS A. Lessi-Cheimariou, I. Tromans, S. Tallet -Williams, G. Aldama-Bustos, O.J. Ktenidou | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
10:30 - 10:40 | CONSIDERING THE GROUND MOTION SPECTRAL SHAPE THROUGH A COLLAPSE ADJUSTMENT METHOD IN WESTERN CANADA M. Salek Faramarzi, V. Sadeghian, F. Fazileh, R. Fathi-Fazl | |||||||
10:40 - 10:50 | GENERATED SEQUENTIAL GROUND MOTION A PERFORMANCE- BASED LOADING PROTOCOL FOR EXPERIMENTAL TESTING M. Golestani, S. Alam, G.M. Calvi | |||||||
10:50 - 11:00 | BASELINE CORRECTION METHOD OF NEAR-FAULT GROUND MOTIONS BASED ON THE TRUE PERMANENT DISPLACEMENT H. Yang, Y. Li, L. Hu, W. Pan, S. Ji | |||||||
11:00 - 11:10 | DIRECTIONALITY EFFECT ANALYSIS OF STRONG MOTION RECORDS FROM THE COSTA RICAN DATABASE D. Hidalgo-Leiva, L. Pinzón, E. Torres | |||||||
11:10 - 11:20 | EXPLICIT CHARACTERIZATION OF NEAR-FAULT GROUND MOTIONS BASED ON THE GABOR WAVELET Z. Chang, H. Wu, K. Goda | |||||||
11:20 - 11:30 | DEVELOPING AND SELECTING PULSE-LIKED GROUND MOTION TIME HISTORIES FOR NEAR-FAULT SITES S.H. Chao, K.H. Chen, J.L. Lai, C.C. Chou | |||||||
11:30 - 11:40 | POLARIZATION IMPACT OF PULSE-TYPE GROUND MOTIONS ON THE PERFORMANCE OF BUILDINGS O. Saygili, S. Moghimi, S. Manei, I. Lotfy | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
10:30 - 10:40 | DO GROUND MOTION PROCESSING AND FILTERING AFFECT THE BEHAVIOR OF ROCKING STRUCTURES? M. Elmorsy, M. Vassiliou | |||||||
10:40 - 10:50 | EFFECT OF GROUND MOTION PARAMETERS ON THE SEISMIC VERTICAL-TO-HORIZONTAL ACCELERATION RATIOS S. Mazloom, R. Assi | |||||||
10:50 - 11:00 | A SPATIAL DISTRIBUTION MODEL OF SEISMIC INTENSITY INDEX ON ENGINEERING BEDROCK FOR REAL-TIME EARTHQUAKE DISASTER INFORMATION SYSTEM Y. Tanaka, N. Sunadori, M. Sugai, Y. Mori | |||||||
11:00 - 11:10 | PROCEDURE TO CONSIDER PERIOD UNCERTAINTY ON RESPONSE SPECTRA FITTING STRUCTURAL PEAK RESPONSE VALUES L.R. Fernandez-Sola, A. Merlin-Vieyra, M.A. Santos-Santiago, B. Gomez-Gonzalez | |||||||
11:10 - 11:20 | RESEARCH ON LONG-PERIOD SEISMIC RESPONSE SPECTRUM APPLICABLE TO LARGE-SPAN CABLE-SUPPORTED BRIDGES Z. Li, M. Zhou, P. Feng | |||||||
11:20 - 11:30 | COMPARISON BETWEEN GROUND MOTION DATA AND SEMI-EMPIRICAL SPECTRAL GROUND MOTION PREDICTION EQUATIONS F. Taddei, S. Keil, A. Kumawat, G. Müller, A. Csuka | |||||||
11:30 - 11:40 | INPUT ENERGY POWER FOR NEAR-FAULT AND FAR-FAULT GROUND MOTIONS C.D. Frau, D.S. Panella, E.M. Tornello | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
NSE2 - NONSTRUCTURAL COMPONENT PERFORMANCE AND FUNCTIONAL RECOVERY | Convenors: D. Cook, S. Sattar, K. Ryan | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | PERFORMANCE OF A 10-STORY STEEL STAIR TOWER WITHIN THE NHERI TALLWOOD BUILDING S. Sorosh, T.C. Hutchinson, K.L. Ryan, K. Smith, R. Belvin, A. Kovac, S. Pei, D. Dowden | |||||||
10:45 - 10:57 | DAMAGE AND RECOVERY ANALYSIS OF A SEISMICALLY ISOLATED HOSPITAL J. Chavez, J. Murcia-Delso, F. López Almansa | |||||||
10:57 - 11:09 | IMPACT OF DRIFT ON THE AIR TIGHTNESS OF WINDOWS IN HIGH IMPORTANCE AND POST DISASTER BUILDINGS D. Gam, T. Bergen, M. Fakoor, S. Kwan, K. Ryan, G. Nickel, L. Erkins | |||||||
11:09 - 11:21 | DOUBLE-LEAF INFILL MASONRY WALLS CONNECTION: NUMERICAL INVESTIGATION ON ITS EFFECTIVENESS I. Iovinella, F. Saitta | |||||||
11:21 - 11:33 | EXPLORING FUNCTIONAL RECOVERY METHODS FOR MEP EQUIPMENT APPLICATIONS IN CRITICAL INFRASTRUCTURE J. Gatscher, S. Littler | |||||||
11:33 - 11:45 | THE EFFECT OF GROUND-MOTION CHARACTERISTICS AND INTENSITY MEASURES ON THE SLIDING OF RIGID BODIES C. Lachanas, D. Vamvatsikos, M. Causse, S.R. Kotha | |||||||
MONITOR 17 | ||||||||
RES3 - CONFINED MASONRY CONSTRUCTION FOR ENHANCED SEISMIC RESILIENCE OF HOUSING AND INFRASTRUCTURE | Convenors: S. Brzev, T. Hart | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:42 | GUIDELINES FOR ENGINEERED DESIGN OF CONFINED MASONRY STRUCTURES T. Hart, S. Brzev, J.J. Perez Gavilan, L. Blaisdell Collins, L. Masmia Putri | |||||||
10:42 - 10:49 | ENHANCED TIME-HISTORY ANALYSIS FOR SEISMIC RESPONSE PREDICTION OF STONE MASONRY STRUCTURES:FEM VS ML F. Djordjevic, M. Marinkovic | |||||||
10:49 - 10:56 | NUMERICAL INVESTIGATION OF TIE-COLUMN – MASONRY PANEL INTERACTION IN CONFINED MASONRY N. Krtinic, M. Gams, M. Marinkovic | |||||||
10:56 - 11:03 | EFFECT OF INFILL ON SEISMIC PERFORMANCE OF TIMBER FRAMED STRUCTURE INFILLED WITH DRY BOND MASONRY A. Gani, D. Rai, J.M. Banday | |||||||
11:03 - 11:10 | THE FIRST LARGE-SCALE APPLICATION OF CONFINED MASONRY IN INDIA: LESSONS LEARNED S. Jain, S. Brzev, D. Rai | |||||||
11:10 - 11:17 | REDUCING THE VULNERABILITY OF UNREINFORCED AND UNDER-CONFINED MASONRY HOUSING THROUGH CONFINEMENT A. Pavan, M.L.B. Collins, L. Shrestha, O. Okusanya, S. Andrade Pardo | |||||||
11:17 - 11:24 | ADAPTATION OF CONFINED MASONRY PRACTICE AND ITS ANALYSIS PROCEDURES FOR LOW RISE BUILDINGS IN NEPAL D. Maharjan, M. Chikanbanjar, P. Malla, B. Pandey, L. Shrestha, S. Shrestha, P. Maskey | |||||||
11:24 - 11:31 | SEISMIC ASSESSMENT OF CONFINED MASONRY BUILDINGS IN KYRGYZSTAN ACCORDING LOCAL SEISMIC DESIGN CODES U. Begaliev, A. Stamov, D. Abdykalykov, M. Abdybaliev, S. Brzev | |||||||
11:31 - 11:38 | STRENGTHENING OF PERFORATED CONFINED MASONRY WALLS USING GLASS FABRIC REINFORCED CEMENTITIOUS MATRIX A. Gupta, V. Singhal | |||||||
11:38 - 11:45 | OUT-OF-PLANE EARTHQUAKE RESISTANCE OF PARTITION WALLS J.J. Perez-Gavilan, R. Romero, J.A. Moreno | |||||||
MONITOR 18 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
10:30 - 10:40 | SEISMIC SHAKE-E 2.0 APP: DATA AND TOOLS TO CONTRIBUTE TO REDUCING SEISMIC RISK A. Aguilar-Meléndez, J. de la Puente, M. Monterrubio-Velasco, O. Rojas, A. Campos-Rios, A. García-Elías, J. Huerta-Chúa, N.A. Montiel-Escobar | |||||||
10:40 - 10:50 | SELECTING RELEVANT MULTIRISK SCENARIOS TO IMPROVE DECISION-MAKING IN COLLABORATION WITH STAKEHOLDERS L. Iannacone, C. Galasso, M. Polese | |||||||
10:50 - 11:00 | SIMULATING HOUSING RECOVERY CHALLENGES DUE TO POST-DISASTER REPAIR COST INCREASES A. Lesani, A. Ahmadi, R. Costa | |||||||
11:00 - 11:10 | THE PUBLIC PERSPECTIVE OF EARTHQUAKE EARLY WARNING SYSTEMS ACROSS CENTRAL AMERICA B. Orihuela, I. Dallo, J. Clinton, W. Strauch, M. Protti, G. Marroquin, R. Yani, F. Massin, M. Marti, S. Wiemer | |||||||
11:10 - 11:20 | TOWARDS BESPOKE STAKEHOLDER-ORIENTED DISASTER IMPACT METRICS C. Wang, F. Nocera, G. Cremen, C. Galasso | |||||||
11:20 - 11:30 | TRAINING AND DISSEMINATION OF PRE-RECOVERY COMMUNITY DEVELOPMENT FOCUSING ON COMMUNITY RESILIENCE E. Ishikawa, N. Minai, I. Nakabayashi | |||||||
11:30 - 11:40 | UNDERSTANDING POST-EARTHQUAKE HOSPITAL ARRIVAL TIMES THROUGH AGENT-BASED MODELING C. Mesta, L. Ceferino, G. Cremen, C. Galasso | |||||||
11:40 - 11:50 | A LIFE CYCLE FRAMEWORK FOR RESILIENT AND SUSTAINABLE SCHOOL INFRASTRUCTURE INVESTMENT PLANNING S. Giovinazzi, J. Wu, D. Vildanova, L. Voronina, C. Fonseca Ferreira | |||||||
MONITOR 19 | ||||||||
SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
10:30 - 10:45 | A NOVEL TORSIONAL FIBER ELEMENT TO SIMULATE INTERACTIVE COLUMN BUCKLING IN STEEL MOMENT FRAMES A. Maity, A. Kanvinde, D.I.H. Rosa, A. de Castro e Sousa, D.G. Lignos | |||||||
10:45 - 11:00 | ABSOLUTE AND RELATIVE DISPLACEMENT APPROACHES FOR ANALYZING STRUCTURES UNDER GROUND MOTIONS P. Chomchuen, V. Boonyapinyo, N. Promjabok | |||||||
11:00 - 11:15 | BEHAVIOR ANALYSIS OF YEMATAN BRIDGE ABUTMENT IN THE 2021 MADUO EARTHQUAKE AT QINGHAI, CHINA C. Zhou, X. Wang, A. Ye | |||||||
11:15 - 11:30 | EFFECT OF BREACH OPENINGS ON SEISMIC COLLAPSE OF REINFORCED CONCRETE INDUSTRIAL CHIMNEYS A. Khalil | |||||||
11:30 - 11:45 | EXPLICIT MODELLING OF STRUCTURAL COLLAPSE THROUGH THE APPLIED ELEMENT METHOD (AEM) M. Calò, G. Gabbianelli, D. Malomo, R. Pinho | |||||||
MONITOR 20 | ||||||||
SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
10:30 - 10:45 | FIBER-BASED UNIAXIAL MODEL FOR SIMULATING THE CYCLIC BEHAVIOR OF STEEL TUBES IN CFST BEAM-COLUMNS S. Wang, W. Wang, D. Lignos | |||||||
10:45 - 11:00 | SIMULATION OF COLLAPSING WOODEN HOUSE AND HUMAN CASUALTY DURING EARTHQUAKE USING PHYSICS ENGINE T. Hida, R. Kato | |||||||
11:00 - 11:15 | STRUCTURAL POUNDING SIMULATION USING THE SPECTRAL FINITE ELEMENT METHOD K. Modak, J. Saravanan T., S. Rajasekharan Menon | |||||||
11:15 - 11:30 | VIDEO-BASED ASSESSMENT OF HUMAN INJURY DURING EARTHQUAKE USING PHYSICS ENGINE AND DEEP LEARNING M. Masuda, T. Hida | |||||||
MONITOR 21 | ||||||||
SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
10:30 - 10:42 | CORRELATION BETWEEN SEISMIC PARAMETERS AND STRUCTURAL DAMAGE IN THE MW 5.8 CHANGNING EARTHQUAKE J. Hu, H. Zhang | |||||||
10:42 - 10:54 | DEVELOPMENT OF A SEISMIC ASSESSMENT TOOL MODERN REINFORCED MASONRY IN COSTA RICA B. González Rodrigo, L. Navas-Sánchez, F. Ferretti, C. Monteferrante, G. Alemán, S. Torres-Olivares, M. Savoia | |||||||
10:54 - 11:06 | TYPOLOGICAL LOSSES ASSESSMENT FROM OBSERVED SEISMIC DAMAGE OF EXISTING ITALIAN RC BUILDINGS L. Audisio, M. Tatangelo, M. D Amato, R. Gigliotti | |||||||
11:06 - 11:18 | DEVELOPMENT OF FRAGILITY CURVES AND VULNERABILITY MAPS IN MEXICO CITY A. Gomez Bernal, A. Romeo Peña, E. Arellano Mendez, H. Juarez Garcia | |||||||
11:18 - 11:30 | EFFECTIVENESS OF CUMULATIVE DAMAGE INDICES FOR SEISMIC LOSS ASSESSMENT M. Nagarajan, M. Raghunandan | |||||||
11:30 - 11:42 | EMPIRICAL FRAGILITY CURVES FOR DIFFERENT TYPES OF HOUSES, USING DIFFERENT INTENSITY MEASURE T. Cabrera, M. Hube, H. Santa María | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
10:30 - 10:42 | EMPIRICAL VULNERABILITY MODEL AND SCENARIO-BASED RISK MAPS FOR THE REYKJAVIK CAPITAL AREA B. Bessason, R. Rupakhety, J.Ö. Bjarnason | |||||||
10:42 - 10:54 | FRAGILITY CIRVES: A CASE STUDY FOR THE ITALIAN SCHOOL MASONRY BUILDING STOCK N. Gattesco, I. Boem, E. Rizzi | |||||||
10:54 - 11:06 | DEFINITION OF REGION SENSITIVE FRAGILITY CURVES FOR EXISTING PRE CODE UNREINFORCED MASONRY BUILDINGS K. Milkova, E. Dumova-Jovanoska | |||||||
11:06 - 11:18 | SEISMIC FRAGILITY CURVES BASED ON SIMPLIFIED METHODS: THE CASE OF SPANISH MASONRY BUILDINGS L. Navas-Sánchez, F. Ferretti, R. Romero-Jarén, M. Savoia, J. Cervera Bravo | |||||||
11:18 - 11:30 | SEISMIC RISK ASSESSMENT OF PILE-SUPPORTED WHARF CONSIDERING LOWER AND UPPER-BOUND SOIL PARAMETERS A. Aryanto, E. Wiguna, I.D. Sidi | |||||||
11:30 - 11:42 | STATISTICAL ANALYSIS OF SEISMIC DAMAGE OBSERVED IN HISTORIC MASONRY BELL TOWERS F. Testa, A. Barontini, N. Chieffo, P.B. Lourenco | |||||||
11:42 - 11:45 | DISCUSSION |