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 |