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 |