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 |