TUESDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR13 - ECONOMIC LOSS IN SEISMIC AREAS: FROM EMPIRICAL DATA TO PRESCRIPTIVE GUIDANCE FOR MITIGATION | Convenors: C. Del Vecchio, G. O’Reilly, M. Di Ludovico | ||||||||
10:30 - 10:40 | IMPLEMENTING A KNOWLEDGE-BASED SEISMIC RISK ASSESSMENT APPROACH FOR AN EXISTING SCHOOL IN ITALY L. Pedone, S. Bianchi, G. Zampella, C. Del Vecchio, M. Di Ludovico, S. Pampanin | |||||||
10:40 - 10:50 | QUANTIFYING THE IMPACT OF DEEP SEDIMENTARY BASINS ON POST-EARTHQUAKE RECOVERY TIMES OF BUILDINGS P. Kourehpaz, C. Molina Hutt | |||||||
10:50 - 11:00 | EAL ON AN URM STRUCTURE RETROFITTED WITH THE STEEL DRY ANTI-SEISMIC COAT RESISTO 5.9 TUBE A. Rossi, A. Dallari | |||||||
11:00 - 11:10 | RECONSTRUCTION PROCESS IN UMBRIA REGION AFTER 2016 CENTRAL ITALY SEISMIC SEQUENCE R. Sisti, G. De Martino, M. Modesti, G. Fagotti, S. Nodessi, E. Speranzini, A. Prota, E. Speranza, M. Di Ludovico | |||||||
11:10 - 11:20 | THE RISK OF EARTHQUAKE-TRIGGERED LANDSLIDES IN QUICK CLAY REGIONS OF EASTERN CANADA V. Rashidian, K. Afshari, A. Nasseri | |||||||
11:20 - 11:30 | SEISMIC LOSS ASSESSMENT CONSIDERING LOW-DAMAGE REPAIR OF NON-STRUCTURAL COMPONENTS M.J. Fox, T.Z. Yeow, G.J. O Reilly | |||||||
MONITOR 2 | ||||||||
BCI5 - LARGE-SCALE SIMULATIONS FOR VULNERABILITY AND RESILIENCE ANALYSES OF CRITICAL INFRASTRUCTURES | Convenors: G.P. Cimellaro, X. Lu, M. Bruneau | ||||||||
10:30 - 10:39 | A PROPOSAL OF SAFETY EVALUATION METHOD FOR STEEL PIPE SHEET PILE FOUNDATIONS AGAINST DISCREPANCY S. Hattori, H. Sugiyama, M. Shinohara, K. Iwahara, t. Toyoshima, I. Gokan, A. Sone, K. Sugihara | |||||||
10:39 - 10:48 | DYNAMIC SENSITIVITY ANALYSIS FOR NONLINEAR SEISMIC BEHAVIORS OF A CABLE-STAYED BRIDGE K. Sagara, G. Shoji | |||||||
10:48 - 10:57 | APPLIED ELEMENT METHOD FOR SEISMIC EVALUATION OF MULTIPLE SPANS OF EXISTING PRESTRESSED BRIDGE E. De Iuliis, A.A. Khalil | |||||||
10:57 - 11:06 | GUIDELINES FOR THE EVALUATION OF ROAD BRIDGES IN A POST-EARTHQUAKE EMERGENCY SITUATION D. Davi | |||||||
11:06 - 11:15 | INFLUENCE OF SEISMIC DESIGN CRITERIA ON BRIDGE REPAIR COSTS E. Amaya, H. Santa María, H. Rojas | |||||||
11:15 - 11:24 | PRIORITIZING SEISMIC RETROFIT OF BRIDGES: A HYBRID MULTI-CRITERIA DECISION-MAKING APPROACH INCORPORA H. Rojas Asuero, E. Amaya, H. Santa María | |||||||
11:24 - 11:33 | OPTIMAL INTENSITY MEASURE AND FRAGILITY ANALYSIS OF BRIDGES UNDER LONG-DURATION GROUND MOTIONS A. Mohammadgholipour, A.M. Billah | |||||||
11:33 - 11:42 | SEISMIC PERFORMANCE OF A 1000M NOVEL STEEL-UHPC ARCH TRUSS BRIDGE UNDER NON-UNIFORM EXCITATIONS S. Wu, X. Zhao, X. Shao | |||||||
11:42 - 11:51 | THE GIRI: MEASURING INFRASTRUCTURE DISASTER RISK RESILIENCE AND MONITORING AT THE GLOBAL LEVEL M.C. Marulanda, G.A. Bernal, P.M. Marulanda, M.L. Carreno, O.D. Cardona | |||||||
MONITOR 3 | ||||||||
BCI5 - LARGE-SCALE SIMULATIONS FOR VULNERABILITY AND RESILIENCE ANALYSES OF CRITICAL INFRASTRUCTURES | Convenors: G.P. Cimellaro, X. Lu, M. Bruneau | ||||||||
10:30 - 10:39 | RESILIENCE OPTIMIZATION IN WATER DISTRIBUTION NETWORKS: LARGE-SCALE SIMULATION AND RECOVERY PLANING O. Kammouh, G. Cimellaro | |||||||
10:39 - 10:48 | RESPONSE ANALYSIS OF FAULT-CROSSING WATER SUPPLY PIPELINE IN TURKEY EARTHQUAKES A. Liu, X. Fan | |||||||
10:48 - 10:57 | SEISMIC RISK ASSESSMENT OF ROADS IN A CONTEXT OF CRISIS MANAGEMENT: THE SISMET METHOD D. Davi | |||||||
10:57 - 11:06 | SEISMIC TRAFFIC ANALYSIS OF ROAD NETWORKS: AN ITALIAN PERSPECTIVE A. Rasulo, S. Nardoianni, A. Evangelisti, M. D Apuzzo, M. Imbimbo | |||||||
11:06 - 11:15 | SIMULATION ON POST-EARTHQUAKE ACCESSIBILITY OF ROAD NETWORK CONSIDERING FALLING DEBRIS OF BUILDINGS X. Lin, Z. Chen, C. Song, J. Zhong | |||||||
11:15 - 11:24 | SEISMIC VULNERABILITY AND RESILIENCE OF LARGE-SCALE TELECOMMUNICATION NETWORKS A. Cardoni, R. Tarantini, A. Calidori, G.P. Cimellaro | |||||||
11:24 - 11:33 | EXPERIMENTAL STUDY ON DYNAMIC INTERACTION BETWEEN A LARGE U-SHAPE AQUEDUCT AND WATER H. Wang, C. Li, L. Zhao | |||||||
11:33 - 11:42 | STUDY ON SEISMIC VULNERABILITY OF UHV CONVERTER TRANSFORMER Z. Zhu, Y. Cheng, Z. Lu, Z. Liu, H. Wang, S. Lin, Y. Xue | |||||||
11:42 - 11:51 | A SIMULATION MODEL TO ASSESS THE EARTHQUAKE-INDUCED DAMAGE AND SOCIAL LOSS OF URBAN COMMUNITIES H. Zamani Nouri, A. Cardoni, G.P. Cimellaro | |||||||
MONITOR 4 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | PARAMETERS AFFECTING BEHAVIOUR AND MODE OF FAILURE OF RC SHEAR WALLS C.B. Ajay Mani Teja, R. Goswami | |||||||
10:40 - 10:50 | REPARABILITY LIMITS FOR EARTHQUAKE-DAMAGED RC WALLS WITH UNCONFINED BOUNDARIES E. Chacón-Valero, M. Hube, H. Santa Maria | |||||||
10:50 - 11:00 | SEISMIC BEHAVIOR OF A SCALED 7-STORY BUILDING MODEL WITH LOW-DUCTILITY REINFORCED CONCRETE WALLS C. Zavala, M. Diaz, R. Reyna, J. Cueva, A. Otero, L. Lopez, S. Isuhuaylas, R. Noa | |||||||
11:00 - 11:10 | DRIFT CHARACTERISTICS OF NON- AND LIMITED-DUCTILE CONCRETE SHEAR WALLS REINFORCED WITH DIFFERENT LAYERS OF STEEL S.M. Ghaseminia, T. Zahra, D.P. Thambiratnam, J. Thamboo | |||||||
11:10 - 11:20 | INFLUENCE OF LONGITUDINAL REINFORCEMENT RATIO ON SEISMIC FAILURE MODES OF SLENDER RC STRUCTURAL WALL S. Rajbanshi, K. Dasgupta | |||||||
11:20 - 11:30 | STRAIN-BASED DAMAGE CLASSIFICATION OF SLENDER RC SHEAR WALLS S.R.R. Sanapureddy, S. Shiradhonkar | |||||||
11:30 - 11:40 | NONLINEAR RESPONSE OF REINFORCED LIGHTWEIGHT CONCRETE SQUAT WALLS K. Patiño, H. Santa María, R. Jünemann | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | OVERVIEW AND BLIND PREDICTION FROM SHAKE TABLE TESTS OF TWO LARGE-SCALE RC U-SHAPED CORE WALLS R. Hoult, J.P.d. Almeida, A. Correia | |||||||
10:40 - 10:50 | SEISMIC ANALYSIS OF RC U-WALLS FOR A BLIND PREDICTION COMPETITION M. Mavros, J. Murcia-Delso, M. Panagiotou, I. Koutromanos | |||||||
10:50 - 11:00 | CALIBRATION OF ANALYTICAL MODELS FOR REINFORCED CONCRETE COUPLING BEAMS AND WALLS USING EXPERIMENTAL DATA J. Dragovich, S. Abdullah, K. Kolozvari, A. Lepage | |||||||
11:00 - 11:10 | A COMPARATIVE STUDY OF NUMERICAL MODELING APPROACHES FOR SIMULATING INELASTIC BEHAVIOR OF RC WALLS S. Zhang, H. Peng, J. Chen, Z. Wang, J. Zhang | |||||||
11:10 - 11:20 | BLIND PREDICTION OF CYCLIC RESPONSE OF RC U-SHAPED CORE WALLS SUBJECTED TO FLEXURE AND TORSION A. Janevski, T. Isakovic | |||||||
11:20 - 11:30 | NUMERICAL MODELLING OF U-SHAPED RC WALLS USING THE APPLIED ELEMENT METHOD (AEM) A. Orgnoni, R. Pinho | |||||||
11:30 - 11:40 | ANALYTICAL VULNERABILITY MODEL TO EVALUATE RC WALL DAMAGES AFTER RECENT EARTHQUAKES IN SOUTH ICELAND C.Y. Tsai, B. Bessason, R. Rupakhety | |||||||
11:40 - 11:50 | ESTIMATION OF THE CYCLIC RESPONSE OF TWO U-SHAPED WALLS UNDER PURE FLEXURE AND PURE TORSION WITH FEA F. Dameh, S. Pantazopoulou | |||||||
MONITOR 6 | ||||||||
CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
10:30 - 10:40 | RC WALL SHEAR DESIGN J. Wallace, M. Rojas Leon | |||||||
10:40 - 10:50 | SHEAR-FRICTION STRENGGTH OF RC STRUCTURAL WALLS S. Abdullah, J. Wallace, W. Ghannoum, G. Hagen, M. Talaat, L. Lowes | |||||||
10:50 - 11:00 | CHALLENGES IN NONLINEAR MODELING OF CONCRETE SHEAR WALLS INCORPORATING EMERGING MATERIALS D. Palermo, A. Martins-Robalino | |||||||
11:00 - 11:10 | NONLINEAR FINITE ELEMENT MODELING OF RC STRUCTURAL WALLS UNDER GENERALIZED LOADING CONDITIONS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
11:10 - 11:20 | EFFECTS OF THE EFFECTIVE WIDTH OF SLABS ON THE SEISMIC RESPONSE OF CANTILEVER RC WALLS T. Isakovic, A. Janevski | |||||||
11:20 - 11:30 | CHALLENGES IN TRAINING STRUCTURAL COMPONENT MODELS AND A FRAMEWORK TO OVERCOME THEM: ASSESSMENT OF REINFORCED CONCRETE WALL SHEAR STRENGTH M. Rojas-Leon, S. Abdullah, K. Kolozvari, J. Wallace | |||||||
11:30 - 11:40 | EXPECTED SHEAR FORCE FOR SEISMIC DESIGN OF REINFORCED CONCRETE WALLS J. Grandón, M. Hube | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | PRELIMINARY SEISMIC ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION EFFECTS OF A COMPLEX MASONRY TOWER E. Romero-Sanchez, M.V. Requena-Garcia-Cruz, A. Morales-Esteban | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION ON THE SEISMIC PERFORMANCE OF WELL-CONFINED RC COLUMNS D.H. Lee | |||||||
10:48 - 10:57 | SEISMIC PERFORMANCE ANALYSIS OF PRESTRESSED CONCRETE CYLINDER PIPE STRENGTHENED BY EXTERNALLY STRAND L. Zhao, H. Wang, C. Li, H. Zhong, Z. Li | |||||||
10:57 - 11:06 | EXPERIMENTAL STUDY ON PILE CAP CONNECTED TO SC PILE USING ANCHORING BARS S. Koume, S. Kishida, K. Ishikawa | |||||||
11:06 - 11:15 | EXPERIMENTAL STUDY ON ANCHORAGE CAPACITY OF HEADED REINFORCEMENT BARS EMBEDDED IN ROOF EXTERIOR BEAM T. Matsui, H. Hhsuni, Y. Sanada, J. Sakuta, T. Kiyohara, Y. Kim, T. Adachi | |||||||
11:15 - 11:24 | NON-CONTACT LAP SPLICES WITH ULTRA-HIGH PERFORMANCE CONCRETE FOR EARTHQUAKE RESISTANT BUILDINGS G. Apostolakis, K. Mackie, T. Wang | |||||||
11:24 - 11:33 | TESTS ON RESIDUAL SEISMIC CAPACITY OF RC BEAM-COLUMN JOINTS DAMAGED WITH JOINT-HINGING FAILURE F. Kusuhara | |||||||
11:33 - 11:42 | STUDY ON DYNAMIC FRACTURE BEHAVIOR OF MASS CONCRETE BY DIRECT TENSION TEST H. Zhong, Y. Zhang, Z. Li, C. Li, H. Wang, L. Zhao | |||||||
11:42 - 11:51 | PRESERVING A LANDMARK: REINFORCEMENT, REHABILITATION, AND RESTORATION OF THE CATHEDRAL OF MANIZALES O.D. Cardona | |||||||
MONITOR 8 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | EMPIRICAL RELATIONSHIPS FOR MOHR-COULOMB PARAMETERS IN CONCRETE & MORTAR: APPLICATION IN MIX DESIGN S. Sharma, S. Tripathi, D. Basu | |||||||
10:39 - 10:48 | INTERIOR BEAM-COLUMN CONNECTIONS WITH DIFFERENT STRENGTH RATIO AND JOINT HOOP REINFORCEMENT RATIO N. Onishi, S. Tajiri, H. Shiohara | |||||||
10:48 - 10:57 | THE INFLUENCE OF GROUND-MOTION DURATION ON THE SEISMIC RESPONSE OF RC FRAME STRUCTURE M. Gong, Y. Zhao, Z. Zuo | |||||||
10:57 - 11:06 | RESEARCH ON THE DAMAGE EVOLUTION LAW OF FULLY GRADED CONCRETE UNDER SEISMIC RECIPROCATING LOADING C. Li, L. Zhao, H. Zhong, H. Wang | |||||||
11:06 - 11:15 | AI-BASED ALGORITHMS FOR PREDICTING SHEAR STRENGTH OF NUCLEAR CONTAINMENT BUILDINGS K. Al-Shboul, G. Almasabha | |||||||
11:15 - 11:24 | INFLUENCE OF GROUND MOTION VARIABILITY ON SEISMIC RESPONSE PARAMETERS OF AN RC WALL-FRAME BUILDING N. Sarkar, K. Dasgupta | |||||||
11:24 - 11:33 | EXPERIMENTAL VALIDATION OF RC BEAM-COLUMN JOINT DESIGNED AND DETAILED AS PER INDIAN CODE H. V, S. Reddy, S.R. Dash, G. Mondal | |||||||
11:33 - 11:42 | SEISMIC PERFORMANCE OF WALL - SLAB JOINT WITH SLAB SHEAR REINFORCEMENT S. Kannan Natarajan, G. Sivasankara Pillai, J. Krishnan Prabhakaran | |||||||
11:42 - 11:51 | EFFECTS OF CLT PARTIAL WALL INSTALLATION ON THE SEISMIC PERFORMANCE OF RC MOMENT-RESISTING FRAME R. Yoon, Y. Tsuji, Y. Sanada | |||||||
MONITOR 9 | ||||||||
EXP3 - EXPERIMENTAL MECHANICS FOR EARTHQUAKE ENGINEERING: NEW TRENDS, NEW CHALLENGES | Convenors: D. Seyedi, I. Politopoulos | ||||||||
10:30 - 10:40 | DEVELOPMENT OF AN UNCONDITIONALLY STABLE SUBSTRUCTURE SHAKE TABLE TESTING METHOD H. Kakoty, C. Kolay | |||||||
10:40 - 10:47 | REAL TIME SHAKING TABLE HYBRID TESTING ON A LARGE RC FRAME A. Le Maoult | |||||||
10:47 - 10:54 | SMALL SCALE PHYSICAL MODELING OF REINFORCED CONCRETE USING 3D PRINTED STEEL REINFORCEMENT M. Elmorsy, R. Wrobel, C. Leinenbach, M. Vassiliou | |||||||
10:54 - 11:01 | A STUDY ON SOLITARY-WAVE-STRUCTURE INTERACTION USING HYDRO REAL-TIME HYBRID SIMULATION A. Seki, B. Simpson, A. Schellenbberg, P. Lomonaco | |||||||
11:01 - 11:08 | DESIGN AND CONSTRUCTION OF UNIDIRECTIONAL SEISMIC SIMULATOR N.G. Cayo Chileno, E. Chávez Jaldin, E. Ramos Silvestre, J.H. Aquino Rocha, S. Rocha Ferreira | |||||||
11:08 - 11:15 | PHYSICAL MODELS FOR SHAKE TABLE TESTING: SCALING CONSTRAINTS AND CHALLENGES A. Bogdanovic, Z. Rakicevic | |||||||
11:15 - 11:22 | IN-SITU ASSESSMENT OF EXISTING BUILDINGS SEISMIC BEHAVIOR USING HIGH AMPLITUDE FORCED OSCILLATIONS A. de la Foye | |||||||
11:22 - 11:29 | OPTICAL DETECTION OF MECHANICAL VIBRATION S. Castellaro | |||||||
11:29 - 11:36 | SHAKE TABLE ASSESSMENT OF SOIL STRUCTURE INTERACTION IN BUILDINGS WITH VARIED PILE CONFIGURATIONS M. Nazari, M. Ansari, A. Komak Panah | |||||||
11:36 - 11:43 | DIGITAL IMAGE PROCESSING FOR A MULTIPOINT 2D DISPLACEMENT MEASUREMENT SYSTEM IN STRUCTURAL MODELS S. Isuhuaylas, M. Diaz, I. Inocente, E. Guizado, C. Zavala, L. Lopez, J. Jaramillo | |||||||
MONITOR 10 | ||||||||
GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
10:30 - 10:40 | SITE CLASSIFICATION AND SITE COEFFICIENTS FOR 1D AND 2D SHALLOW SOIL SITES J. Park, H. Park, D. Kim | |||||||
10:40 - 10:50 | USE OF AMBIANT NOISE FOR BETTER ASSESMENT OF DYNAMIC PARAMETERS AND EVALUATION OF VALLEY EFFECT M. Verret, M. Karray | |||||||
10:50 - 11:00 | STUDY OF VALLEY EFFECTS IN GÖKSUN DISTRICT (TÜRKIYE) DURING THE 6TH FEBRUARY EARTHQUAKES T.O. Gul, E. Karakan, A. Sezer, A. Chiaradonna, C. Kincal, M. Karray, G. Lanzo, P. Monaco | |||||||
11:00 - 11:10 | ASSESSMENT OF BUILDING DAMAGE IN GÖLBASI CITY AFTER THE 6TH OF FEBRUARY 2023 TÜRKIYE EARTHQUAKES M. Pulsoni, L. Fiorini, L. Saganeiti, A. Chiaradonna, A. Sezer | |||||||
11:10 - 11:20 | ENHANSING EARTH DAM SEISMIC PERFORMANCE ASSESSMENT WITH ENERGY-BASED APPROACH S. Amirpour, N. Ghlamallah, M. Karray | |||||||
11:20 - 11:30 | SEISMIC MICROZONATION STUDIES BY USING THE EQUIVALENT LINEAR APPROACH (L'AQUILA, CENTRAL ITALY) M. Tallini, E. Morana, V. Guerriero | |||||||
11:30 - 11:40 | STIFFNESS MATRIX BEM CALCULATION FOR SOIL STRUCTURE INTERACTION IN FE R. Zona, S. Palladino, L. Esposito, H. Imani, V. Minutolo | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
10:30 - 10:40 | NOVEL COMBINED ISOLATION SYSTEM FOR SEISMIC PROTECTION OF LIQUID STORAGE TANKS Z.a. Tang, H. Luo, H.P. Zhu | |||||||
10:40 - 10:50 | ULTIMATE SCENARIO EVALUATION OF BASE-ISOLATED BUILDINGS SUBJECTED TO FLOODING DISASTER AND SEISMIC INPUT BASED ON STRUCTURE-FLUID INTERACTION ANALYSIS K. Fujita, T. Kimura | |||||||
10:50 - 11:00 | RESILIENCE-BASED RETROFITTING OF RC FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION X. Wang, L. Xie | |||||||
11:00 - 11:10 | SEISMIC FRAGILITY ANALYSIS OF FIXED AND ISOLATED BASE MULTI-STORY BUILDINGS STRUCTURE IN INDONESIA F. Sulthan, M. Seki, H. Nakagawa, Y. Otsuka | |||||||
11:10 - 11:20 | NEGATIVE STIFFNESS DEVICE TO PROTECT BRIDGES FROM MULTI-HAZARD LOADS OF TSUNAMI AND EARTHQUAKE N. Attary, S. Nagarajaiah | |||||||
11:20 - 11:30 | SEISMIC PERFORMANCE ASSESSMENT OF HIGHWAY VIADUCTS EQUIPPED WITH LAMINATED RUBBER BEARINGS V.G.P. Mehta, H. Katsuchi, Y. Fujino | |||||||
11:30 - 11:40 | SEISMIC PERFORMANCE ENHANCEMENT OF IRREGULAR PLAN BUILDINGS USING BASE ISOLATION TECHNIQUES A. Kumar, A. Menon, A. Meher Prasad | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
10:30 - 10:40 | SEISMIC PERFORMANCE OF INDOOR SUBSTATION RC FRAMES ISOLATED BY COMBINED BASE ISOLATION SYSTEM C. Yin, X. Song, T. Song, X. Gu, X. Xiao | |||||||
10:40 - 10:50 | SEISMIC PERFORMANCE OF KOREAN HISTORICAL DAMAGE CONCENTRATED STRUCTURAL SYSTEM S.H. Oh, D.H. Yoo, S.M. Park | |||||||
10:50 - 11:00 | SEISMIC RESPONSE AND ISOLATION DESIGN OF SERIES COMPENSATION PLATFORM SUPPORTED BY INSULATORS G. Shi, Q. Xie | |||||||
11:00 - 11:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION FOR RESILIENT PERFORMANCE X. Wang, L. Xie | |||||||
11:10 - 11:20 | SEISMICALLY ISOLATED BUILDING RESPONSE UNDER FAR FAULT 2016 EARTHQUAKE IN CENTRAL ITALY A. Salvatori | |||||||
11:20 - 11:30 | STUDY ON THE SAFETY BASED ON THE MECHANISM OF EXPANSION JOINTS USED FOR SEISMIC ISOLATED BUILDINGS N. Kondo, J. Kawaguchi, A. Nakamura, T. Tsujikawa | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
10:30 - 10:40 | NON-INVASIVE REINFORCEMENT OF A HERITAGE BUILDING IN GUADALAJARA WITH SPRING TUNED MASS V.R. Ramirez Marquez | |||||||
10:40 - 10:50 | RESIDUAL RESPONSE OF STEEL MOMENT FRAMES EQUIPPED WITH TADAS YIELDING DEVICES FOR SEISMIC LOADING O. Saygili, S. Moghimi, S. Manie, I. Lotfy | |||||||
10:50 - 11:00 | SEISMIC RETROFITTING OF THE BELLAVISTA CONDOMINIUM - SULMONA (AQ) L. De Flaviis, S. Cristini, G. Giacomin, F. Tomaro, I. Marenda | |||||||
11:00 - 11:10 | SEISMIC PERFORMANCE EVALUATION OF AN IRREGULAR AND SLENDER SKYSCRAPER UTILIZING STIFF DAMPERS M. Pantoja, G. Bozzo, R. Alva, E. Dávalos, L. Bozzo | |||||||
11:10 - 11:20 | SEISMIC PERFORMANCE OF STEEL BRACED FRAMES BUILDINGS WITH MIXED DISSIPATIVE ENERGY ELEMENTS J.C. Gonzalez Blacud, A. Morales Gomez | |||||||
11:20 - 11:30 | SEISMIC VIBRATION CONTROL BY DEEP TANK WITH SUBMERGED PLATE PENDULUM AND CYLINDRICAL PENDULUM T. Konar, A. Dey Ghosh | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY REDUCTION OF A SOFT GROUND-STORY RC BUILDING WITH OPEN-CORE BRBS P.J. Das, S.K. Deb | |||||||
11:40 - 11:50 | SHORT HORIZON ACCELERATION-PREDICTIVE CONTROL FOR THE APPLICATION OF SEMI-ACTIVE CONTROL SYSTEMS A. Shmerling | |||||||
MONITOR 14 | ||||||||
IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
10:30 - 10:40 | SURVEY OF AGING FOR LEAD RUBBER BEARINGS OF A BASE-ISOLATED BUILDING COMPLETED 36 YEARS AGO K. Nagahiro, T. Wake, M. Miyazaki | |||||||
10:40 - 10:50 | TLCGD TO MITIGATE THE STRUCTURAL RESPONSE OF HAWT UNDER WIND AND EARTHQUAKE LOADS C.A. Riascos Gonzalez, E. Sorge, N. Caterino | |||||||
10:50 - 11:00 | TUNED LIQUID DAMPERS FOR VIBRATION CONTROL OF MULTI-STOREYED BUILDING STRUCTURES A. Samanta, A. Kumar | |||||||
11:00 - 11:10 | USE OF PASSIVE DEVICES TO MITIGATE IMPACT OF LIQUEFACTION AND LATERAL SPREADING IN MARINE PLATFORMS R.J. Mendoza, D. Feng | |||||||
11:10 - 11:20 | UTILITY AND DESIGN METHOD OF VISCOUS AND VARIABLE INERTER MASS DAMPER WITH BUFFER SPRING M. Ikenaga, K. Uchihara, T. Takechi | |||||||
11:20 - 11:30 | VERTICAL SEISMIC EFFECTS ON DESIGN & STABILITY: TUNED MASS DAMPER-RIGID BLOCK SYSTEM. E.P. Duque Yaguache, J.A. Inaudi | |||||||
11:30 - 11:40 | VERTICALLY INSTALLED TUNED VISCOUS MASS DAMPERS FOR INELASTIC REINFORCED CONCRETE HIGH-RISE BUILDING H. Kanno, R. Ota, N. Inoue, K. Ikago, T. Nakamura, N. Takahashi | |||||||
MONITOR 15 | ||||||||
RES1 - ADVANCED ASSESSMENTS OF THE SEISMIC RESILIENCE OF INFRASTRUCTURES | Convenors: D. Forcellini, H. Karampour, A. Thamboo | ||||||||
10:30 - 10:40 | FRAGILITY CALCULATION OF STEEL TRUSS RADIO TOWERS USING NONLINEAR ANALYSIS TECHNIQUES B. Tayba, M. Hachem, B. Abdo, Y. Hachem | |||||||
10:40 - 10:50 | STUDY OF REGIONAL DISASTER PREVENTION TOOLS BASED ON THE ROLE OF URBAN HIGHWAYS S. Yotsui, Y. Jin, T. Ite, K. Izuno | |||||||
10:50 - 11:00 | INFLUENCE OF UNCERTAINTIES IN REPAIR TIME ON THE EVALUATION OF SEISMIC RESILIENCE OF COMMUNITIES C. Srivastava, M. Raghunandan | |||||||
11:00 - 11:10 | IMPROVING THE RESILIENCE OF MILAN MALPENSA AIRPORT (ITALY) AGAINST NATURAL HAZARDS F. Bozzoni, M. Corradi, F. Dacarro, F. Germagnoli, E. Gervasini, A. Orlando | |||||||
11:10 - 11:20 | QUANTIFICATION OF EFFECTS OF GROUND SHAKING ON BURIED GAS TRANSMISSION PIPELINES Y. Peng, X. Guan, Y. Bozorgnia, D. Honegger, E. Seylabi, D. McCallen | |||||||
11:20 - 11:30 | SEISMIC FRAGILITY OF BURIED PIPES SUBJECT TO PEAK GROUND VELOCITY AND SURFACE FAULT DISPLACEMENT R. Okano, G. Shoji | |||||||
11:30 - 11:40 | SEISMIC PHYSICAL RESILIENCE-ORIENTED PERFORMANCE OF POWER GRIDS M. Ghafory-Ashtiany, M. Arghavani | |||||||
11:40 - 11:50 | RESILIENCE-BASED SPECTRA FOR OPTIMAL SEISMIC DESIGN OF BUILDINGS C. Gonzalez, M. Niño, A. Ayala | |||||||
MONITOR 16 | ||||||||
RES1 - ADVANCED ASSESSMENTS OF THE SEISMIC RESILIENCE OF INFRASTRUCTURES | Convenors: D. Forcellini, H. Karampour, A. Thamboo | ||||||||
10:30 - 10:40 | SEISMIC RESILIENCE ASSESSMENT OF BUILDINGS BASED ON QUANTIFICATION OF TIME-VARYING BUILDING FUNCTION H.J. Jiang, H.F. Bo | |||||||
10:40 - 10:50 | A HYBRID METHOD FOR SEISMIC FRAGILITY OF RC SHEAR WALL STRUCTURE BASED ON BAYESIAN UPDATING N. Li, J. Ma, L. Zhang, H. Gao | |||||||
10:50 - 11:00 | REGIONAL SEISMIC LOSS ASSESSMENT OF SCHHOL BUILDINGS SUBDIVIDED INTO SYSTEM MODULES H. Chang, S. Hahn, S. Kim, M. Jeong, J. Kim | |||||||
11:00 - 11:10 | ASSESSING THE SEISMIC RESILIENCE OF LIGHTLY REINFORCED CORRODED COLUMNS: AN EXPERIMENTAL AND NUMERICAL STUDY S.N. Amini, A.S. Rajput | |||||||
11:10 - 11:20 | SIMULATION TO REPRODUCE THE STRUCTURAL DAMAGE IN FUKAE AREA DURING 1995 KOBE EARTHQUAKE M. Hattori, S. Taniguchi, T. Sato, Y. Soga, Y. Sumi, K. Magoshi, M. Nakamura | |||||||
11:20 - 11:30 | STUDY ON SEISMIC RESILIENCE ASSESSMENT OF BUILDINGS BASED ON QUANTIFICATION OF TIME-VARYING BUILDING H.J. Jiang, H.F. Bo | |||||||
11:30 - 11:40 | SEISMIC RESILIENCE EVALUATION AND POST-EARTHQUAKE REPAIR STRATEGY FOR UHV CONVERTER STATIONS X. Liu, Q. Xie | |||||||
11:40 - 11:50 | MAPPING SEISMIC VULNERABILITY & ASSESSING RESILIENCE OF PORTUGUESE COMMUNITIES & INFRASTRUCTURES S.M. Rezvani, M.J. Falcão Silva, N. Marques de Almeida | |||||||
MONITOR 17 | ||||||||
SDM1 - RECENT ADVANCES AND DEVELOPMENTS IN ENERGY-BASED SEISMIC DESIGN | Convenors: A. Benavent-Climent, H. Sucuoglu, F. Mollaioli | ||||||||
10:30 - 10:39 | DESIGN METHOD BASED ON CONTROL OF LOCAL DISPLACEMENTS, DISSIPATED ENERGY AND DAMAGE DISTRIBUTION J.A. Lagunas, A.G. Ayala, J.J. Gutiérrez Trejo | |||||||
10:39 - 10:48 | ENERGY-BASED COMPARATIVE ANALYSIS OF DISSIPATIVE DEVICES FOR A STEEL FRAME COUPLED TO A ROCKING WALL M. De Angelis, G. Angelucci, G. Quaranta | |||||||
10:48 - 10:57 | ENERGY-BASED SEQUENTIAL CLOUD ANALYSIS FOR CONSIDERING DAMAGE ACCUMULATION DUE TO AFTERSHOCKS H. Ebrahimian, F. Jalayer, G. Angelucci, F. Mollaioli | |||||||
10:57 - 11:06 | EVALUATION FOR RESIDUAL DEFORMATION OF TRILINEAR STRUCTURAL SYSTEMS BASED ON ENERGY CONSERVATION X. Chen, H. Tagawa | |||||||
11:06 - 11:15 | EVALUATION OF ENERGY-BASED PARAMETERS REGARDING SEQUENTIAL EARTHQUAKES M.A. Erberik, F. Gokmen | |||||||
11:15 - 11:24 | PERFORMANCE-BASED PLASTIC DESIGN OF RC SHEAR WALL STRENGTHENED NON-DUCTILE SOFT STORY FRAMES M. Abhilash, R.M. Oinam, B. Balakrishnan | |||||||
11:24 - 11:33 | SEISMIC RETROFITTING OF A FRAMED REINFORCED CONCRETE STRUCTURE WITH NOVEL HYBRID ENERGY DISSIPATION R. Chtcot-Brito, J. Arcos-Espada, H. Ponce-Parra, D. Escolano-Margarit, A. Benavent-Climent | |||||||
11:33 - 11:42 | VIBRATION CONTROL STRUCTURE UTILIZING TORSIONAL VIBRATION H. Kurino, T. Nakai | |||||||
11:42 - 11:51 | COMBINED GLOBAL DAMAGE INDEX FOR 3D REINFORCED CONCRETE FRAME USING RECORDED FLOOR-DISPLACEMENT DATA S. Naskar, S. Das, H. Kaushik | |||||||
MONITOR 18 | ||||||||
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | EQUIVALENT DAMPING RATIO FOR TRILINEAR CURVES OF RC FRAMES UNDER MAINSHOCK-AFTERSHOCK SEQUENCES J. Cueva, K. Kusunoki, H. Suwada, M. Diaz, C. Zavala | |||||||
10:43 - 10:53 | SEISMIC FRAGILITY ANALYSIS OF A MULTISPAN SIMPLY SUPPORTED BRIDGE F. Saitta, C. Mariani, F. Perotti, I. Roselli | |||||||
10:53 - 11:03 | ENHANCING SEISMIC ANALYSIS FOR RC BUILDING WITH DETAILED FE MODEL & INVESTIGATION OF ROCKING MOTION N. Morita, Y. Mizushima | |||||||
11:03 - 11:13 | APPROXIMATE INCREMENTAL DYNAMIC ANALYSIS OF MASONRY INFILLED FRAMES WITH AN OPEN FIRST FLOOR K. Todorov, N. Postolov, R. Volcev, L. Taravari | |||||||
11:13 - 11:23 | COMPARATIVE EXPERIMENTAL AND NUMERICAL STUDY OF ADDED FLOORS ON EXISTING RC STRUCTURES T. Zafirov, V. Hristovski, A. Janevski | |||||||
11:23 - 11:33 | MULTIMODE PUSHOVER ANALYSIS OF UNBRACED RACKING SYSTEMS V.K. Golla, O. Bové, E. Oliver-Saiz, j. López-Almansa, F. López-Almansa | |||||||
11:33 - 11:43 | SEISMIC PERFORMANCE OF ADJACENT BUILDINGS IN AGGREGATES OF ZAGREB DOWNTOWN USING FE MODELLING M. Banicek, M. Uros, P. Gidak, M. Demsic, M. Savor Novak, J. Atalic, A. Pilipovic, R. Jevtic Rundek | |||||||
11:43 - 11:45 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: A. Meoni | ||||||||
10:30 - 10:40 | FIRST STRUCTURAL HEALTH MONITORING SYSTEM USED IN REHABILITATED BUILDING WITH DAMPERS IN GUATEMALA J. Campo, S. De Paz, R. Torres | |||||||
10:40 - 10:50 | SEISMIC RESPONSE AND DAMAGE ESTIMATION USING BAYESIAN STOCHASTIC FILTERING METHODS K. Erazo | |||||||
10:50 - 11:00 | A METHOD FOR THE IN-SITU OUT-OF-PLANE CHARACTERIZATION OF MASONRY INFILL WALLS BASED ON AUDIO WAVES F. Dacarro, D. Bolognini, L. Grottoli, M. Kurukulasuriya, R. Milanesi, P. Morandi | |||||||
11:00 - 11:10 | IDENTIFICATION OF THE PRIMARY STRUCTURE OF BUILDINGS EQUIPPED WITH TUNED MASS DAMPERS E. Cortes, C. Cruz | |||||||
11:10 - 11:20 | DAMAGE EVALUATION BY AE METHOD AFTER LOADING EARTHQUAKE-SIMULATED WAVEFORMS ON LAMINATED RUBBER BEAR R. Murota, Y. Kawasaki, K. Inoue | |||||||
11:20 - 11:30 | DAMAGE CLASSIFIER FOR WOODEN BUILDINGS BASED ON HYSTERESIS LOOP IMAGES USING CNN S. Chiba, M. Kohiyama, T. Yamashita | |||||||
11:30 - 11:40 | FORCED VIBRATION TESTING VERIFICATION OF THE STRUCTURAL HEALTH MONITORING OF UNIVERSITY BUILDINGS C. McDaniel, P. Laursen | |||||||
11:40 - 11:50 | INFLUENCE OF MODELING ERRORS ON NONLINEAR INPUT-STATE ESTIMATION VIA FE-AIDED KALMAN FILTER L. Caglio, H. Stang, E. Katsanos | |||||||
MONITOR 20 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: S. Bianchi | ||||||||
10:30 - 10:40 | MODAL DECOMPOSITION BASED RAPID POST-EARTHQUAKE RESPONSE ASSESSMENT SYSTEM S.M. Ziauddin, P. Warnitchai | |||||||
10:40 - 10:50 | VALIDATION OF ARX MODELS FOR DAMAGE ASSESSMENT OF RESIDENTIAL BUILDINGS DURING SEISMIC EVENTS A. Romanazzi, G. Salamida, N. Buratti | |||||||
10:50 - 11:00 | PATH-DEPENDENT VARIATION OF EARTHQUAKE ENERGY IN THE HIMALAYAN AND THE HINDU KUSH REGION T. Niharika, P.K. Ramancharla | |||||||
11:00 - 11:10 | PREDICTED AND RECORDED GROUND-BORNE VIBRATIONS INDUCED BY THE OPERATION OF TWO SHAKING TABLES Z. Zhang, R. De Risi, M. Dietz, D. Karamitros, D. Williams, T. Horseman, G. Mylonakis, A. Crewe, A. Sextos | |||||||
11:10 - 11:20 | PHYSICAL PARAMETER ESTIMATION OF 10-STORY STEEL-FRAMED BUILDING TESTED AT E-DEFENSE A. Kishida, J. Fujiwara, K. Kajiwara, R. Nishi, R. Enokida | |||||||
11:20 - 11:30 | POST EVENT TIME SYNCHRONIZATION TECHNIQUE USING MULTI-POINT SMART DEVICE'S ACCELERATION RECORDS S. Naito, K. Hayashi | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY OF ORIHUELA HOSPITAL: FIELD DATA & NUMERICAL ANALYSIS A. Kharazian, A. Guardiola Villora, G. Ortuño Saez, S. Molina, J.J. Galiana-Merino, J.L. Soler Llorens, J.A. Huesca Torto, I. Gómez Doménech, D. Montiel López | |||||||
11:40 - 11:50 | STRUCTURAL PERFORMANCE EVALUATION OF AN ACTUAL STEEL GYMNASIUM BASED ON STRAIN MEASUREMENT M. Wakui, J. Iyama, Y. Shirai | |||||||
MONITOR 21 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THE MIDDLE EAST REGION B. Shentu, W. Yang, S. Shabesteri | |||||||
10:40 - 10:50 | PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THE URBAN AREAS MOST AFFECTED BY DURRES 2019 MW6.4 EVENT E. Xhafaj, K. Ma, C. Chan, J. Gao | |||||||
10:50 - 11:00 | PROBABILISTIC SEISMIC HAZARD ANALYSIS OF KATHMANDU VALLEY D. Chapagain, D.K. Maharjan, S.M. Bijukcheen | |||||||
11:00 - 11:10 | PROBABILISTIC SEISMIC HAZARD MAP OF PEAK GROUND ACCELERATION AND RESPONSE SPECTRA FOR JAPAN J. Miyakoshi, N. Morikawa, H. Fujiwara | |||||||
11:10 - 11:20 | PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN PENINSULAR INDIA USING THE ELASTIC INPUT ENERGY SPECTRA M. Yellapragada, R. Stg | |||||||
11:20 - 11:30 | QUANTIFICATION OF ROLE OF BASEMENT FOCUSING EFFECTS ON DYNAMIC RESPONSE OF STANDALONE BUILDINGS J.P. Narayan, R. Bheesma | |||||||
11:30 - 11:40 | REGIONAL AND DEPTH VARIATIONS IN SOURCE SCALING PROPERTIES FOR SUBDUCTION EARTHQUAKES Y. Guo, K. Miyakoshi, K. Irikura | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | REGIONAL EARTHQUAKE MAGNITUDE CONVERSION RELATIONS FOR PENINSULAR INDIA A. Das, D. Choudhury | |||||||
10:40 - 10:50 | REGIONAL PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF TUNISIA E. Jarraya, R. Ghanem, O. Ben Mekki, S. Montassar | |||||||
10:50 - 11:00 | SEISMIC HAZARD ANALYSIS FOR THE TDC2/TCC2 FACILITY AT CERN: A MULTIVARIATE GEOSTATISTICAL APPROACH E. Alakbarli, M. Andreini, Y. Kadi, S. La Mendola, A. Liberta, M. Guarascio | |||||||
11:00 - 11:10 | SEISMIC HAZARD ASSESSMENT FOR NORTH MACEDONIA R. Salic Makreska, Z. Milutinovic, D. Dragojevic, D. Tomic, Z. Neziri, M. Dimitrovski, J. Trajcevski | |||||||
11:10 - 11:20 | SEISMIC HAZARD ASSESSMENT OF ACTIVE FAULTS IN SICHUAN-YUNNAN AREA, CHINA USING SCENARIO EARTHQUAKES J. Liu, Y. Du | |||||||
11:20 - 11:30 | SEISMICITY OF NEPAL BASED ON EVALUATION OF EARTHQUAKE CATALOGUES S.N. Shrestha, P. Rawal, D.K. Maharjan | |||||||
11:30 - 11:40 | SEISMOGENIC ZONE DIMENSION INFLUENCE FOR THE PROBABILISTIC SEISMIC HAZARD ASSESSMENT IN THE HIMALAYA J. Das, C. Lallawmawma, M.L. Sharma | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 23 | ||||||||
SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
10:30 - 10:40 | SENSITIVITY ANALYSIS IN PSHA USING DIFFERENT HYBRID SOURCE MODELS (FAULTS + ZONES) IN SOUTHERN SPAIN A.F. Ornelas-Agrela, M.B. Benito, L. Quirós-Hernández, A. Rivas-Medina | |||||||
10:40 - 10:50 | SIMULATING EARTHQUAKE-INDUCED WAVE PROPAGATION WITH GPU-ACCELERATED COMPUTING J. Palacios, A. Tarrillo, K. Fujita, M. Diaz, C. Zavala, I. Inocente | |||||||
10:50 - 11:00 | SMOOTH SEISMICITY MODELS FOR SEISMIC HAZARD ASSESSMENT BASED ON VORONOI DIAGRAMS G. Daniel, P. Arroucau | |||||||
11:00 - 11:10 | STUDY ON THE OCCURRENCE RATE OF MAJOR EARTHQUAKES IN XINJIANG BASED ON TIME-DEPENDENT MODEL C. Li | |||||||
11:10 - 11:20 | SURFACE RUPTURE PROBABILITY ON DIP SLIP FAULTS: A PRELIMINARY ANALYTICAL APPROACH L. Mammarella, F. Visini, P. Boncio, S. Baize, O. Scotti, C. Beauval, B. Pace, S. Thompson | |||||||
11:20 - 11:30 | TIME-DEPENDENT SEISMIC HAZARD ASSESSMENT. A CASE STUDY FOR SOUTH-EASTERN SPAIN AND CENTRAL ITALY D. Montiel-López, S. Molina, J.J. Galiana-Merino, I. Gómez, A. Kharazian, J.L. Soler-Llorens, A. Guardiola-Villora, J.A. Huesca-Tortosa, G. Ortuño-Sáez | |||||||
11:30 - 11:40 | TOWARDS A BETTER ASSESSMENT OF THE SEISMIC HAZARD FOR GUATEMALA CITY INCLUDING DIRECTIVITY EFFECTS R. Torres, C. Frau | |||||||
11:40 - 11:50 | TOWARDS PHYSICS BASED PSHA FOR SOUTHWEST ICELAND M. Kowsari, F. Bayat, B. Halldorsson | |||||||
MONITOR 24 | ||||||||
SHR8 - APPLICATION OF URGENT COMPUTING FACILITIES TO CRITICAL SEISMOLOGICAL APPLICATIONS | Convenors: V. Poggi, S. Parolai, R. Paolucci | ||||||||
10:30 - 10:40 | SEISMIC DAMAGE SCENARIOS IN URBAN AREAS FROM SOURCE-TO-SITE GROUND MOTION SIMULATIONS J. Lin, C. Smerzini | |||||||
10:40 - 10:50 | SEARCH - SEISMIC EMERGENCY ASSESSMENT AND RESPONSE COMPUTING HUB F. Mori, A. Mendicelli, G. Acunzo, C. Varone, G. Ciotoli, F. Bocchi, D. Spina, G. Naso, M. Moscatelli | |||||||
10:50 - 11:00 | NUMERICAL GENERATION OF GROUND MOTION COHERENCY FUNCTION FROM FINITE ELEMENT SIMULATIONS Y. Lee, D. Lee, Y. Lee, D. Park, H. Kim, J. Park, D. Kwak | |||||||
11:00 - 11:10 | SURFACE GROUND MOTION CHARACTERISTICS IN BEIRUT (LEBANON) INFERRED FROM 3D SEISMIC WAVE SIMULATION E. Youssef, C. Cornou, D. Youssef Abdel Massih, T. AL-Bittar | |||||||
11:10 - 11:20 | STUDY ON THE EFFECTS OF STRONG GROUND MOTION ON DAMAGE NEAR SURFACE FAULTS T. Kagawa, T. Noguchi, S. Yoshida, K. Miyakoshi | |||||||
11:20 - 11:30 | SITE AMPLIFICATION EFFECT OF IRREGULAR GROUND BASED ON SEISMIC OBSERVATION RECORDS AND FEM ANALYSIS Y. Sugiyama, K. Tanaka, K. Sakai, H. Kawanakajima | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR8 - APPLICATION OF URGENT COMPUTING FACILITIES TO CRITICAL SEISMOLOGICAL APPLICATIONS | Convenors: V. Poggi, S. Parolai, R. Paolucci | ||||||||
10:30 - 10:40 | GENERIC AMPLIFICATION FUNCTIONS FOR TAIWAN Y. Wang, Y. Chang, S. Hsu | |||||||
10:40 - 10:50 | LIQUEFACTION ANALYSIS OF THE NAKDONGGANG DELTA SEDIMENTS USING THE HYBRID GROUND MOTION SIMULATION J. Oh, S. Jeong, J. Kim | |||||||
10:50 - 11:00 | SIMPLIFIED 1D VS NUMERICAL 3D APPROACHES IN SOIL RESONANCE ASSESSMENT. WHAT CAN THE 2D CASE TELL US? S. Castellaro, G. Musinu | |||||||
11:00 - 11:10 | EQUIVALENT LINEAR SITE RESPONSE ANALYSIS FOR THE SOFIA BASIN E. Oynakov, R. Ivanov, A. Radulov, L. Pashova, M. Popova, Y. Donkova | |||||||
11:10 - 11:20 | CALCULATION MODEL AND NON-UNIFORM SEISMIC DYNAMIC RESPONSE OF CANYON SITES IN LAYERED HALF-SPACE Z. Li, H. Zhong, L.J. Zhao, C.L. Li, S.S. Guo | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
TNM3 - EARTHQUAKE-DOMINANT MULTI-HAZARD RISK AND RESILIENCE ANALYSES OF STRUCTURES AND INFRASTRUCTURE SYSTE | Convenors: E. Opabola, Y. Shen | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:49 | MULTI-HAZARD RISK ASSESSMENT FOR RIVERSIDE STRUCTURES UNDER EARTHQUAKE AND FLOOD Z. Dong, G. Li, D. Yu, H. Liu, B. Song | |||||||
10:49 - 11:03 | ACTUAL DAMAGE AND ISSUES OF WINTER EARTHQUAKE DISASTERS IN SNOWY AND COLD REGIONS OF JAPAN T. Mizuta | |||||||
11:03 - 11:17 | MULTIPLE-HAZARD ASSESSMENT OF OFFSHORE WIND TURBINES SUBJECTED TO SEA WAVE AND SEISMIC LOAD H. Wijaya, A. Anagno, P. Rajeev, M. Fragiadakis | |||||||
11:17 - 11:31 | EFFECT OF CONCRETE RESTRAINERS ON UNSEATING PREVENTION OF BRIDGES SUBJECTED TO NEAR-FAULT MOTIONS H. Gao, J. Li, X. Chen, Y. Shen | |||||||
11:31 - 11:45 | EXPERIMENTAL STUDY ON THE EFFECT OF THE BOTTOM PLATE THICKNESS IN A PIER-FOOTING SOCKET CONNECTION Y. He, Z. Zeng, Z. Wang, Y. Xu | |||||||
MONITOR 27 | ||||||||
TNM3 - EARTHQUAKE-DOMINANT MULTI-HAZARD RISK AND RESILIENCE ANALYSES OF STRUCTURES AND INFRASTRUCTURE SYSTE | Convenors: X. Wang, L. Zhou | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:49 | ASSESSMENT OF EARTHQUAKE-INDUCED LANDSLIDES USING AN INTEGRATED LANDSLIDE SIMULATION MODEL S. Vadivel, D. Vaithinathan | |||||||
10:49 - 11:03 | A HARMONISED SCALE FOR CASCADING CONSEQUENCES IN MULTI-HAZARD ANALYSIS L. Iannacone, K. Otárola, R. Gentile, C. Galasso | |||||||
11:03 - 11:17 | POST-EARTHQUAKE PERFORMANCE AND FIRE-FIGHTING CAPACITY EVALUATION OF CORRODED WATER DISTRIBUTION SYS W. Li, R.K. Mazumder, E. Bastidas-Arteaga, Y. Li | |||||||
11:17 - 11:31 | DEVELOPING AN EARLY WARNING SYSTEM BY MONITORING EARTHQUAKE-INDUCED LANDSLIDES THROUGH FIBER OPTICS A. Arslan Kelam, G. Sahin, C. Demir, Y.E. Kaya, A.K. Karabulut, B. Ural, A.E. Ozsimsir, M.K. Kockar, H. Akgun, A. Temiz | |||||||
11:31 - 11:45 | SEISMIC ANALYSIS OF WIDENED AND RECONSTRUCTED BRIDGES CONSIDERING SUBSEQUENT SERVICE LIFE Y. Xu, Z. Yang, S. Lin, H. Yan |