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 |