TUESDAY | 9:00 - 10:15 - Virtual walkway
|
TUESDAY | 9:00 - 10:15 - Virtual walkway |
|
| MONITOR 1 | ||||||||
| ASR2 - TIMBER BASED SEISMIC RETROFITTING SYSTEM FOR EXISTING STRUCTURES | Convenors: A. Aloisio, R. Tomasi | ||||||||
| 09:00 - 09:13 | DEVELOPMENT OF LATTICE SHAPE CLT SHEAR WALL M. Takenouchi, K. Murakami, T. Wada, A. Takino | |||||||
| 09:13 - 09:26 | DESIGN STRATEGIES FOR SEISMIC RETROFIT OF AN ANCIENT MASONRY CHURCH WITH A DISSIPATIVE TIMBER SYSTEM A. Gerardini, M. Mirra, A. Boroni | |||||||
| 09:26 - 09:39 | THE USE OF ENGINEERED WOOD FOR VOLUMETRIC ADDITIONS TO EXISTING BUILDINGS L. Massaro, L. Di Gennaro, M. Guadagnuolo, G. Frunzio | |||||||
| 09:39 - 09:52 | EQUIVALENT STRUT MODEL FOR TIMBER PANELS CONNECTED TO REINFORCED CONCRETE FRAMES: PRELIMINARY RESULT C. Contiguglia, C. Demartino, C. Nuti | |||||||
| 09:52 - 10:05 | UNDERSTANDING THE DISSIPATION PROVIDED BY TIMBER-TO-TIMBER SCREW CONNECTIONS USING X-RAY CT Y. De Santis, D.P. Pasca, A. Aloisio, M. Fragiacomo | |||||||
| 10:05 - 10:18 | PARAMETRIC INVESTIGATION OF A CLT-STEEL HYBRID SYSTEM T. Tsalkatidis, E. Kavara | |||||||
| MONITOR 2 | ||||||||
| ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
| 09:00 - 09:12 | RETROFITTING OF MASONRY WALLS USING COMPOSITE REINFORCED MORTAR (CRM) OVERLAYS A. Cagnoni, V. Bertolli, A.S. Calabrese, T. D Antino, P. Colombi, C. Poggi | |||||||
| 09:12 - 09:24 | PRELIMINARY RESULTS OF EXPERIMENTAL STUDY ON THE DIAGONAL COMPRESSION BEHAVIOUR OF MASONRY PANELS RETROFITTED WITH FRCM G. Minafo, M. Di Leto, M.C. Oddo, L. La Mendola | |||||||
| 09:24 - 09:36 | DIAGONAL COMPRESSION TEST ON BRICK MASONRY WALLETS ANCHORED BY ENGINEERED CEMENTITIOUS COMPOSITE M. Sivasubramanian, A. Stains, H. Kannan, S. Reshma | |||||||
| 09:36 - 09:48 | EXPERIMENTAL AND NUMERICAL STUDY ON STRENGTHENING OF UNREINFORCED MASONRY BUILDING USING FERROCEMENT A. Mukherjee, H.B. Kaushik | |||||||
| 09:48 - 10:00 | EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF SPIKE ANCHORS FOR FRP AND FRCM REINFORCING SYSTEMS N. Pingaro, A.S. Calabrese, T. D Antino, P. Colombi, C. Poggi | |||||||
| 10:00 - 10:12 | EFFECTS OF DRILLING METHODS ON TENSILE CAPACITY OF MECHANICAL SCREW ANCHORS IN MASONRY WALLS F. Galvez, K. Noori Kalajahi, P. Orquillo, M. Giaretton, R. Hudson, J. Ingham, D. Dizhur | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 3 | ||||||||
| ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
| 09:00 - 09:12 | EXPERIMENTAL ANALYSIS ON THE SHEAR BEHAVIOUR OF LIMESTONE MASONRY WALLS STRENGTHENED BY JUTE-TRM A. Hyseni, C. Caggegi, N. Reboul, F. Micelli, M.A. Aiello | |||||||
| 09:12 - 09:24 | PULLOUT TESTS OF MASONRY ADHESIVE ANCHORS R. Raman, G. Congdon, R.R. Singh, A. Stavridis, M. Bruneau, K. Sett | |||||||
| 09:24 - 09:36 | RECENT DEVELOPMENTS FOR QUALIFICATION AND DESIGN OF METAL INJECTION ANCHORS IN MASONRY IN EUROPE G. Welz, R. Piccinin, E. Vintzileou | |||||||
| 09:36 - 09:48 | METAL INJECTION ANCHORS TO MASONRY-DOUBLE AND TRIPLE ANCHORS INSTALLED IN LINE E. Vintzileou, I. Tselios, G. Welz, C. Arvanitis | |||||||
| 09:48 - 10:00 | EXPERIMENTAL BEHAVIOUR OF FULL SCALE C-WALL UNDER OUT-OF-PLANE LOADING P. Crespi, S. Cattaneo, M. Scamardo | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 4 | ||||||||
| BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
| 09:00 - 09:10 | NUMERICAL INVESTIGATION ON THE DYNAMIC RESPONSE OF MASONRY BRIDGES UNDER EARTHQUAKE LOADING S. Grosman, B. Panto, L. Macorini, B. Izzuddin | |||||||
| 09:10 - 09:20 | GEOMETRICAL SURVEY AND DYNAMICAL CHARACTERIZATION OF A THREE-SPAN HISTORICAL MASONRY ARCH BRIDGE M. Zizi, C. Chisari, R. Iaderosa, P. Bencivenga, A. Lavino, G. De Matteis | |||||||
| 09:20 - 09:30 | LIMIT BEHAVIOUR OF MASONRY ARCH BRIDGES UNDER SEISMIC LOADINGS G. Buffarini, P. Clemente, C. Ormando, F. Saitta | |||||||
| 09:30 - 09:40 | OPTIMAL SENSOR PLACEMENT STUDY FOR MODAL PARAMETER IDENTIFICATION OF HISTORICAL MASONRY ARCH BRIDGES S. Gonen, A. Camacho-Sanchez, L. Garcia-Ramonda, P. Roca, R. Chacón, L. Pelà | |||||||
| 09:40 - 09:50 | STATIC AND SEISMIC VULNERABILITY ASSESSMENT OF A MULTI-SPAN MASONRY ARCH BRIDGE IN RIOLA (ITALY) E. Ghini, L. Arrè, G. Gasparini, T. Trombetti | |||||||
| 09:50 - 10:00 | A FINITE ELEMENT DAMAGE INVESTIGATION FOR ITALIAN MASONRY ARCH BRIDGES D. Addessi, D. Liberatore, A. Battisti | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 5 | ||||||||
| BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
| 09:00 - 09:10 | PONTE DELLE CHIANCHE' AT BUONALBERGO, ITALY: A TRAJAN'S ERA BRIDGE IN AN EARTHQUAKE PRONE REGION A. Lupoi, L. Sorrentino | |||||||
| 09:10 - 09:20 | SEISMIC ASSESSMENT OF A MULTI-SPAN MASONRY ARCH BRIDGE USING 3D DISCRETE ELEMENT MODELING A. Furiosi, N. Damiani, M. Rota, A. Penna | |||||||
| 09:20 - 09:30 | STRUCTURAL ASSESSMENT OF DAMAGED MASONRY ARCH BRIDGES: A PARAMETRIC STUDY BASED ON LIMIT ANALYSIS L. Di Gennaro, M. Zizi, C. Chisari, M. Guadagnuolo, G. Frunzio, G. De Matteis | |||||||
| 09:30 - 09:40 | VALIDATION OF STONE MASONRY BRIDGE NUMERICAL MODELS USING IN SITU AND LABORATORY MEASUREMENTS G.C. Manos, D. Bares, L. Melidis, L. Kotoulas, K. Katakalos | |||||||
| 09:40 - 09:50 | FAILURE RISK EVALUATION OF A MASONRY BRIDGE UNDER SEISMIC LOADINGS C. Chambreuil, F. Lopez-Caballero | |||||||
| 09:50 - 10:00 | SEISMIC STRENGTHENING OF MASONRY BRIDGES: COMPARISON BETWEEN ACTIVE AND PASSIVE TECHNIQUES L. Niero, R. Piazzon, D. Santinon, P. Zampieri, C. Pellegrino | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 6 | ||||||||
| CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 09:00 - 09:07 | SEISMIC PERFORMANCE OF WHOLE CULM BAMBOO STRUCTURES AND RECOMMENDATIONS FOR DESIGN USING ISO 22156 S. Kaminski, D. Grant, K. Harries, D. Trujillo, L.F. Lopez | |||||||
| 09:07 - 09:14 | SEISMIC PERFORMANCE ASSESSMENT OF POST-TENSIONED CLT SHEAR WALL BUILDINGS H. Zhu, M. Bezabeh, A. Iqbal, M. Popovski, Z. Chen | |||||||
| 09:14 - 09:21 | HIGH PERFORMANCE SEISMIC RESILIENT TIMBER WALL STRUCTURES WITH LOW DAMAGE FLOOR CONNECTION S. Assadi, A. Hashemi, P. Quenneville | |||||||
| 09:21 - 09:28 | SHAKE TABLE TESTING OF A FULL-SCALE WOOD FRAME BUILDING WITH NONSTRUCTURAL COMPONENTS M. Motamedi, G. Taylor, C.E. Ventura | |||||||
| 09:28 - 09:35 | DESIGN OF TEST SETUP FOR HYSTERETIC DAMPERS AND BEARINGS APPLIED TO TIMBER SINGLE SPAN BRIDGES A. Ansalone, G. D Arenzo, W. Seim | |||||||
| 09:35 - 09:42 | A NUMERICAL INVESTIGATION OF MECHANICAL CONNECTORS IN STEEL-TIMBER JOINTS UNDER CYCLIC LOADING L. Corti, G. Muciaccia | |||||||
| 09:42 - 09:49 | A STUDY ON MECHANICAL BEHAVIOR OF PRESTRESSED COLUMN-BEAM JOINTS IN WOODEN STRUCTURE M. Tanigawa, H. Sakata | |||||||
| 09:49 - 09:56 | A STUDY ON SIMPLE RESPONSE DISPLACEMENT PREDICTION METHOD OF TIMBER HOUSE UNDER MULTIPLE EARTHQUAKES M. Nakao, T. Furuta | |||||||
| 09:56 - 10:03 | ANALYTICAL APPROACH FOR CLT SINGLE-STOREY SHEARWALLS WITH OPENINGS IN THE ELASTIC RANGE M. Mestar, T. Mori, G. Doudak | |||||||
| 10:03 - 10:10 | COLLAPSE ASSESSMENT OF RESILIENT SINGLE AND COUPLED CLT WALLS WITH UNCERTAINTIES. S.R. Agarwal, P. Quenneville, A. Hashemi | |||||||
| 10:10 - 10:18 | DUCTILE PERFORATED PLATE CONNECTIONS FOR HEAVY TIMBER MOMENT-RESISTING FRAMES E. Chavez, F. Cattani, G. Lomiento | |||||||
| MONITOR 7 | ||||||||
| CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 09:00 - 09:08 | CYCLIC TESTS ON BEAM-TO-COLUMN JOINT WITH STEEL LINK FOR TIMBER SEISMIC RESISTANT STRUCTURES G. Iovane, L. Rodrigues, J. Branco, B. Faggiano | |||||||
| 09:08 - 09:16 | EFFECTS OF THE FLOOR-WALL INTERACTION ON THE POST-ELASTIC RESPONSE OF SEGMENTED CLT SHEAR WALLS G. D Arenzo, W. Seim | |||||||
| 09:16 - 09:24 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF TIMBER FRAME WITH NOVEL ENERGY-DISSIPATION JOINTS K. Yuan, D.D. Dang, Y. Liu, Y.T. Liu, D. Gan | |||||||
| 09:24 - 09:32 | EFFECT OF SEISMIC LOAD INTENSITY ON DESIGN OF CONNECTIONS IN CLT BUILDINGS - PARAMETRIC STUDY I. Lukic, B. Azinovic, L. Naumovski, M. Premrov, V. Zegarac Leskovar | |||||||
| 09:32 - 09:40 | EVALUATION OF NONLINEAR SEISMIC DEMANDS OF LOW-RISE CLT BUILDINGS USING SIMPLIFIED ANALYSIS METHODS S.S. Askariani, F. Najam, L. Tobber | |||||||
| 09:40 - 09:48 | EXPERIMENTS ON EFFECTIVENESS OF SEISMIC DAMPER REINFORCEMENT OF TRADITIONAL TIMBER FRAME H. Nakaji, T. Suda, S. Yoshitomi, Y. Suzuki, C. Yan | |||||||
| 09:48 - 09:57 | INNOVATION OF TIMBER STRUCTURES IN JAPAN -PRACTICE AND RESEARCH- H. Isoda, R.Y. Je Too, M. Shinohara, T. Tsuji, T. Noda, Y. Araki | |||||||
| 09:57 - 10:06 | LIGHT TIMBER FRAME SHEAR WALLS IN MULTI-STOREY BUILDINGS – EXPERIMENTAL FULL-SCALE TESTS L. Rauber, G. Balaskas, V. Wilden, C. Vulcu, B. Hoffmeister | |||||||
| 10:06 - 10:15 | MICROTREMOR MEASUREMENTS AND NUMERICAL MODELLING OF A TALL TIMBER-CONCRETE HYBRID BUILDING Y. Miyazu, C. Loss | |||||||
| MONITOR 8 | ||||||||
| EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:13 | NONLINEAR ANALYSIS FOR SEISMIC DESIGN IN THE US: DESIGN GUIDELINES, CHALLENGES, FUTURE DIRECTIONS S. Gavridou, J. Wallace | |||||||
| 09:13 - 09:21 | HAZARD AND CAPACITY CONTROLLED PERFORMANCE TARGETS FOR THE SEISMIC ASSESSMENT OF EXISTING BUILDINGS S. Arslantürkoglu, B. Stojadinovic | |||||||
| 09:21 - 09:29 | EARTHQUAKE RESISTANT DESIGN OF STRUCTURES IN NEAR-FAULT REGIONS R. Goswami, A. Goyal, V. Chaturvedi, T. Chandra, P. Bansode, D.K. Jaiswal, C.V.R. Murty | |||||||
| 09:29 - 09:37 | SEISMIC CODE PROVISIONS FOR POST-DISASTER BUILDINGS IN CANADA, USA, AND NEW ZEALAND: A COMPARISON M. Baradaran Shoraka, E. Dezhdar, J. Hooper | |||||||
| 09:37 - 09:45 | EXAMINATION OF DIRECTIONALITY IN THE MW 6.4, FERNDALE, CALIFORNIA EARTHQUAKE N. Girmay, E. Miranda, A. Poulos | |||||||
| 09:45 - 09:53 | PREDICTIONS AND SOCIETAL EXPECTATIONS OF DAMAGE TO EXISTING BUILDINGS IN EARTHQUAKES IN NEW ZEALAND C. Miranda, C. Toma, M. Stephens, J. Becker | |||||||
| 09:53 - 10:01 | EXPECTED MATERIAL PROPERTIES AND OVERSTRENGTH OF REINFORCED CONCRETE BRIDGE COLUMNS Q. Zhang, M.S. Alam, A. Ahmadnia, J. Jiang | |||||||
| 10:01 - 10:09 | EFFICACY OF PRESENT DESIGN CODES FOR ENSURING STRONG-COLUMN-WEAK-BEAM DESIGN OF RC BUILDINGS. S.K. Sarma, H.B. Kaushik | |||||||
| 10:09 - 10:17 | K QUOTIENT (KQ) METHOD FOR EFFICIENT COMPARISON OF INTER-CODE LATERAL FORCE LEVELS Z. Milutinovic, R. Salic Makreska, D. Tomic, J. Trajcevski | |||||||
| MONITOR 9 | ||||||||
| GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 09:00 - 09:09 | COMPUTATIONAL DEMAND OF NON-LINEAR DYNAMIC ANALYSIS OF STRUCTURES AND THE TIME OF MAXIMUM RESPONSE I. Iervolino, P. Cito, F. Pandolfi | |||||||
| 09:09 - 09:18 | NUMERICAL INVESTIGATION OF THE INFLUENCE OF TALL BUILDINGS ON THE REGIONAL SEISMIC RESPONSE ANALYSIS S. Chen, S. Liu, Y. Tian, X. Lu | |||||||
| 09:18 - 09:27 | IMPACT OF SITE EFFECTS AND DIRECTIONALITY ON BUILDING DAMAGES COMPUTED WITH FRAGILITY FUNCTIONS J. Bantis, E. Miranda | |||||||
| 09:27 - 09:36 | SFS INTERACTION WITH AND WITHOUT CROSS-INTERACTION BETWEEN THE FOUNDATIONS OF URM AGGREGATES A. Brunelli, E. Zeolla, F. de Silva, S. Cattari, S. Sica | |||||||
| 09:36 - 09:45 | SEISMIC FRAGILITY OF STEEL STRUCTURES INCLUDING SSI AND SITE AMPLIFICATION EFFECTS P. Tsoumani, C. Petridis, D. Pitilakis | |||||||
| 09:45 - 09:54 | SEISMIC FRAGILITY OF SUBSTANDARD RC FRAMES WITH SOIL-STRUCTURE INTERACTION EFFECTS S. Huseynli, F. De Luca, D. Karamitros | |||||||
| 09:54 - 10:03 | SEISMIC VULNERABILITY ANALYSIS OF LONG SPAN HIGH PIER STEEL CONCRETE COMPOSITE BRIDGE STRUCTURES N. Li, K. Wang | |||||||
| 10:03 - 10:12 | ANGULAR EFFICIENCY OF INTENSITY MEASURES G. Boshrouei Shargh, R. Barati, N. Brown | |||||||
| 10:12 - 10:21 | FRAGILITY CURVES FOR A STEEL BRACED 3D FRAME USING PHYSICS-BASED SYNTHETIC SEISMIC SEQUENCES G. Smiroldo, L. Bomben, M. Fasan, F. Romanelli, C. Bedon | |||||||
| MONITOR 10 | ||||||||
| GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 09:00 - 09:09 | PHYSICS-BASED GROUND MOTIONS FOR THE DERIVATION OF FRAGILITY CURVES OF ITALIAN RC BUILDINGS TYPES V. Manfredi, C. Smerzini, A. Masi, R. Paolucci, A. Digrisolo | |||||||
| 09:09 - 09:18 | EFFECTS OF GEOTECHNICAL UNCERTAINTY ON THE SEISMIC PERFORMANCE OF BRIDGES F. Pinto, B. Guajardo, R. Astroza | |||||||
| 09:18 - 09:27 | ADVANCES IN EFFICIENT INTENSITY MEASURES FOR TAILINGS DAM DISPLACEMENTS AND DAMAGE STATES B. Garrido, C. Pastén, P. Heresi | |||||||
| 09:27 - 09:36 | EFFECT OF BACKFILL & FOUNDATION SOIL ON SEISMIC FRAGILITY OF A BRIDGE ABUTMENT A. Srivastava, D. Raj, Y. Singh | |||||||
| 09:36 - 09:45 | FRAGILITY ASSESSMENT OF SLOPE STABILITY DURING THE 2018 HOKKAIDO EASTERN IBURI EARTHQUAKE D. Huang, H. Goto, C. Xiang, L. Zhao, Y. Zhang | |||||||
| 09:45 - 09:54 | NUMERICAL INVESTIGATION OF THE EFFECT OF VERTICAL VARIABILITY OF SOIL SHEAR MODULUS ON BUILDING M.M. Hadj Brahim, S.A. Rafa, H. Rafaafra | |||||||
| 09:54 - 10:03 | SEISMIC FRAGILITY ASSESSMENT FOR HIGH-RISE RC WALL-FRAME BUILDINGS IN MONGOLIA G. Dagvabazar, G. Erdene | |||||||
| 10:03 - 10:12 | SEISMIC FRAGILITY CONSIDERING SOIL TYPE CLASSIFICATIONS: A CASE STUDY ON A LEG-SUPPORTED TANK J. Colombo, J. Wilches | |||||||
| MONITOR 11 | ||||||||
| GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | CDPT-BASED APPROACH FOR ASSESSMENT OF LIQUEFACTION POTENTIAL INDEX OF GRAVELLY SOILS J. Yuan, J. Cui, Z. Li, Y. Zhang, X. Yuan | |||||||
| 09:12 - 09:24 | EQUAL STRAIN LIQUEFACTION ANALYSIS FOR STONE COLUMN-REINFORCED SOIL CONSIDERING CLOGGING EFFECT K. Deb, S. Pal | |||||||
| 09:24 - 09:36 | ASSESSMENT OF LIQUEFACTION DESIGN METHODS AND IMPACT OF DESIGN METHODS ON LIQUEFACTION ANALYSIS K. Wakinaka, K. Hayashi, M. Miyazaki | |||||||
| 09:36 - 09:48 | BUCKLING INSTABILITY OF PILE FOUNDATIONS DURING EARTHQUAKE-INDUCED LIQUEFACTION Z. Tang, K. Ueda, R. Uzuoka | |||||||
| 09:48 - 10:00 | DEVELOPING GLOBALLY-APPLICABLE LATERAL SPREADING OCCURRENCE CLASSIFICATION MODELS W. Zhan, E. Rathje | |||||||
| 10:00 - 10:12 | DEVELOPMENT OF AN IN-SITU LIQUEFACTION TEST CONSIDERING THE EFFECT OF OVERBURDEN PRESSURE H. Fu, X. Yuan, L. Chen, J. Yi | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 12 | ||||||||
| GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | BUCKLING INSTABILITY ANALYSIS OF PILE FOUNDATIONS IN LIQUEFIED SOILS CONSIDERING INERTIAL LOADS X. Zhang, S. Wang, H. Liu, J. Cui | |||||||
| 09:12 - 09:24 | EVALUATION OF LIQUEFACTION-INDUCED SETTLEMENT IN SHALLOW FOUNDATION BY 3D RESPONSE HISTORY ANALYSIS J. Lee, S. Lee, M. Yoo | |||||||
| 09:24 - 09:36 | EXPERIMENTAL ESTIMATION OF DAMAGE TO SHALLOW FOUNDATIONS IN LIQUEFIED SOIL H. Suzuki, T. Okumura | |||||||
| 09:36 - 09:48 | FEASIBILITY OF PROBABILISTIC LIQUEFACTION ASSESSMENT IN INDUSTRIAL PRACTICE: IS IT WORTH THE EFFORT? E. Schiappapietra, F. Panico, F. Ioele, P. Poggi | |||||||
| 09:48 - 10:00 | INFLUENCE OF LIQUEFACTION ON THE DYNAMIC BEHAVIOR OF INTEGRAL BRIDGES A.K. Tiwari, B. Prakash, S.R. Dash, S. Patra | |||||||
| 10:00 - 10:12 | LIQUEFACTION ASSESSMENT USING SURFACE WAVES IN KAZAKHSTAN S.W. Moon, D. Mukhtarkhan, R. Khamitov, S. Abdialim, Y. Shokbarov, J. Kim | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 13 | ||||||||
| GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | LIQUEFACTION-INDUCED PARABOLIC SUBSIDENCE METHOD F. Parodi, M. Panzano, E.A. Mortola | |||||||
| 09:12 - 09:24 | MODEL FOR LIQUEFACTION TRIGGERING ASSESSMENT IN SUBDUCTION ZONES G. Montalva, D. Escribano, F. Ruz, N. Bastías, V. San Martín, F. Paredes | |||||||
| 09:24 - 09:36 | MODELLING PORE PRESSURE BUILD-UP IN QUASI-SATURATED SOILS USING FLAC3D G. Flood-Page, A. Pecker, L. Boutonnier, P. Delage, J. Pereira | |||||||
| 09:36 - 09:48 | NUMERICAL INVESTIGATION OF INFINITE SLOPES UNDER BI-DIRECTIONAL CYCLIC LOADING R. Cudmani, A. Csuka, S. Chrisopoulos | |||||||
| 09:48 - 10:00 | REVIEW OF ASSESSMENT OF LIQUEFACTION POTENTIAL H1-H2 METHOD USED FOR SMALL BUILDINGS FOUNDATIONS N. Sako, K. Mitsuji | |||||||
| 10:00 - 10:12 | SAND POST-LIQUEFACTION MONOTONIC RESPONSES WITH VARIOUS LOADING DIRECTIONS AND ANGULARITY C. Leal, W.S. Kwan, E. Nunez | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 14 | ||||||||
| IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
| 09:00 - 09:09 | SEISMIC DESIGN OF DUAL SYSTEM WITH ELASTIC FRAME HAVING BRB AS ENERGY DISSIPATOR S.K. Rajaram, K. Sankar | |||||||
| 09:09 - 09:18 | MITIGATING VERTICAL SEISMIC ACCELERATION RESPONSE OF FRAMES VIA COLUMN-EMBEDDED DAMPER Y. Xiang, X.L. Yang, L. Liao, G.Q. Li | |||||||
| 09:18 - 09:27 | INFLUENCE OF THE TARGET EARTHQUAKE DESIGN LEVEL ON THE DYNAMIC RESPONSE OF DAMPED STRUCTURES M. Palermo, S. Silvestri | |||||||
| 09:27 - 09:36 | DEVELOPMENT OF A PASSIVE RATE-INDEPENDENT DAMPER TO ENHANCE SEISMIC ISOLATION PERFORMANCE T. Kato, T. Nakamura, K. Nakano, S. Sakai, K. Ikago, N. Inoue | |||||||
| 09:36 - 09:45 | PERFORMANCE STUDY OF ENERGY-DISSIPATING COUPLING BEAM WITH OPTIMIZED SHAPE UNDER DYNAMIC LOADINGS B. Zhu, L. Zhang | |||||||
| 09:45 - 09:54 | 3D SCISSOR-JACK-DAMPER IN LARGE SPATIAL APPLICATION SCENARIOS Y. Xiang, X.L. Yang, G.Q. Li | |||||||
| 09:54 - 10:03 | SEISMIC PERFORMANCE EVALUATION OF BUILDINGS RETROFITTED WITH SELF-CENTERING SLIT DAMPER A. Naeem, M. Mehar | |||||||
| 10:03 - 10:12 | STRUCTURAL AND NON-STRUCTURAL SEISMIC PERFORMANCE OF A RC BUILDING RETROFITTED BY DISSIPATIVE BRACES G. Terenzi, Y. Catullo, S. Sorace, E. Fuso, M. Giannini | |||||||
| 10:12 - 10:21 | SIMULATING THE HYSTERETIC BEHAVIOR OF A SLB ENERGY DISSIPATION DEVICE VIA UNIFIED MECHANICS THEORY H.M. Hernandez Morales, L. Bozzo Rotondo, H. Scaletti Farina | |||||||
| MONITOR 15 | ||||||||
| IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
| 09:00 - 09:09 | A BASIC STUDY ON THE PERFORMANCE OF TMD SYSTEM USING DYNAMIC MASS DEVICE C. Kuo, I. hata, N. Akuto, G. Arakawa, K. Ohra, D. Teramura | |||||||
| 09:09 - 09:18 | PERFORMANCE EVALUATION OF STRUCTURES WITH INERTIAL MASS DEVICES USING OBSERVED SMALL SEISMIC MOTIONS N. Akuto, I. Hata, C. Kuo | |||||||
| 09:18 - 09:27 | A TUNED LIQUID DAMPER PROPOSAL FOR PASSIVE VIBRATION CONTROL IN LOW-RISE STRUCTURES M. Domizio, D. Ambrosini | |||||||
| 09:27 - 09:36 | NUMERICAL AND EXPERIMENTAL ANALYSIS OF TLDS UNDER OPERATIONAL CONDITIONS A. Vázquez Greciano, N. Buratti, A. Aznar López, J. Ortiz Herrera | |||||||
| 09:36 - 09:45 | A PARAMETRIC STUDY ON BASE-ISOLATED BUILDINGS EQUIPPED WITH TUNES MASS DAMPER O. Altay, O. Çetindemir | |||||||
| 09:45 - 09:54 | BASE ISOLATION, STRUCTURAL DAMPING OR TUNED MASS DAMPERS ? D. Cretu, O. Bogdan, E. Tulei, C. Ghindea, R. Cruciat | |||||||
| 09:54 - 10:03 | SEISMIC RETROFIT DESIGN OF EXISTING BUILDINGS WITH INTERSTOREY FLUID-VISCOUS DAMPERS M. Marra, E. Ghini, M. Palermo, T. Trombetti, S. Silvestri | |||||||
| 10:03 - 10:12 | SAFETY MARGIN EVALUATION OF SUPERSTRUCTURE AND ISOLATION INTERFACE OF SEISMICALLY ISOLATED BUILDINGS K. Funada, S. Kaneko, Y. Izawa, M. Kobayashi | |||||||
| 10:12 - 10:21 | RESPONSE CHARACTERISTICS OF SEISMICALLY ISOLATED BUILDINGS AGAINST TSUNAMI SURGE FORCE. K. Sone, R. Ehara, M. Kobayashi, Y. Kawakami, S. Fujimori | |||||||
| MONITOR 16 | ||||||||
| NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | DIRECT INELASTIC FLOOR RESPONSE SPECTRA V. Vukobratovic, P. Fajfar | |||||||
| 09:15 - 09:27 | A PROPOSAL TO ASSESS FLOOR SPECTRA FOR THE VERIFICATION OF SECONDARY ELEMENTS IN MASONRY BUILDINGS S. Degli Abbati, S. Cattari, S. Lagomarsino | |||||||
| 09:27 - 09:39 | NEWTON - NEW TOOLS TO COMPUTE THE SEISMIC DEMAND ON NON-STRUCTURAL COMPONENTS M. Di Domenico, S. Degli Abbati, P. Ricci | |||||||
| 09:39 - 09:51 | MULTICOMPONENT DIRECTIONAL-CUM-MODAL COMBINATION RULE FOR SEISMIC ANALYSIS OF SECONDARY SYSTEMS F. Vats, D. Basu | |||||||
| 09:51 - 10:03 | ACCELERATION RESPONSE AMPLIFICATION RATIO CONSIDERING LONG-PERIOD GROUND MOTIONS J.C. Kim, S.H. Oh | |||||||
| 10:03 - 10:15 | SHAKING TABLE TESTS OF FREESTANDING ART OBJECT WITH MASS FILLING B. Huang, Y. Zhang, J. Liu | |||||||
| MONITOR 17 | ||||||||
| NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | RELEVANT NON-STRUCTURAL ELEMENTS IN THE COLLECTIONS CENTRE OF THE SWISS NATIONAL MUSEUM F. Braune | |||||||
| 09:15 - 09:27 | SEISMIC VULNERABILITY OF THE NEPTUNE STATUE IN FLORENCE WITHIN A MULTI-HAZARD STUDY M. Domaneschi, M. Tanganelli | |||||||
| 09:27 - 09:39 | ESTIMATION OF MAXIMUM VIBRATION USING FOURIER ANALYSIS OF DISPLACEMENT NEAR FULCRUM OF ELEVATOR ROPE K. Sumida, N. Miura | |||||||
| 09:39 - 09:51 | GENERATION OF THE REQUIRED RESPONSE SPECTRUM FOR COMPONENT QUALIFICATION. SOME EXAMPLES. D. Combescure, F. Rueda | |||||||
| 09:51 - 10:03 | FLOOR SEISMIC RESPONSE SPECTRUM FOR THE BUILDING EQUIPPED WITH VISCO-ELASTIC DECOUPLERS S.L. Guo, Y. Xiang, G.Q. Li | |||||||
| 10:03 - 10:15 | CORRELATING GROUND MOTION INTENSITY MEASURES WITH STRUCTURAL ACCELERATIONS S. Parizat, R. Kamai, A. Shmerling | |||||||
| MONITOR 18 | ||||||||
| REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
| 09:00 - 09:10 | FIELD SURVEY OF BUILDINGS AFTER MW=7.8 TURKEY EARTHQUAKE: OBSERVATIONS AND REMEDIAL MEASURES R. Shinde, K. Miyamoto, A. Gilani | |||||||
| 09:10 - 09:20 | FIRSTHAND OBSERVATIONS AND ANALYSIS OF THE 2023 FEBRUARY 6 2023 TURKIYE EARTHQUAKE M. Mahamid, C. Tort | |||||||
| 09:20 - 09:30 | EFFECT OF PULSE-LIKE GROUND MOTION ON STRUCTURAL DAMAGE IN HATAY AFTER THE KAHRAMANMARAS EARTHQUAKES O. Gunes, E. Altunsu, S. Ozturk, S. Sorosh, A. Sari | |||||||
| 09:30 - 09:40 | PERFORMANCE OF BUILDINGS IN THE 2023 TURKIYE EARTHQUAKE SEQUENCE M. Mieler, H. Sezen, B. Gencturk, R. Garai, P. Gudhka, M. Griffith | |||||||
| 09:40 - 09:50 | RELATIONS OF DEMAND ESTIMATED BY SDOF AND MDOF MODELS AND OBSERVED DAMAGE IN FEBRUARY 2023 TURKIYE EARTHQUAKE H. Tagawa | |||||||
| 09:50 - 10:00 | TYPES OF COLLAPSE MECHANISMS IN HATAY PROVINCE AFTER THE 2023 TURKEY-SYRIA EARTHQUAKE A. Pilipovic, K. Jandric | |||||||
| 10:00 - 10:10 | OBSERVATIONS OF DAMAGED BUILDINGS TEN WEEKS AFTER THE 2023 EARTHQUAKE SEQUENCE IN TURKIYE F.A. Galvis, C.K. Gulec, N.S. Gulgec, O. Ihtiyar, J. Abruzzo, D. Caballero Russi | |||||||
| 10:10 - 10:20 | OBSERVED STRUCTURAL DAMAGES AFTER THE FEBRUARY 6, 2023 KAHRAMANMARAS EARTHQUAKES IN TURKEY S. Kocakaplan, G.B. Sakcali, S. Ozen, B. Bayhan, N. Caglar | |||||||
| MONITOR 19 | ||||||||
| REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
| 09:00 - 09:10 | KAHRAMANMARAS EARTHQUAKES , TURKIYE 2023 RECONNAISSANCE: A SEISMOLOGICAL OVERVIEW M. Zare | |||||||
| 09:10 - 09:20 | DEMONSTRATION OF BASELINE CORRECTION OF GROUND MOTIONS USING PHYSICS-BASED CORRECTION PATTERNS S. Tian, M. Alam | |||||||
| 09:20 - 09:30 | FEBRUARY 6, MARAS EARTHQUAKES: INITIAL ASSESSMENT OF RECORDED GROUND MOTIONS AND OBSERVED DAMAGES A. Askan, A. Altindal, M.F. Aydin, M.A. Erberik, M.K. Koçkar | |||||||
| 09:30 - 09:40 | FIELD OBSERVATIONS AND GROUND MOTION CHARACTERISTICS OF FEBRUARY 6TH 2023 KAHRAMANMARAS EARTHQUAKES S. Soyöz, E. Aytulun, E. Cukaci | |||||||
| 09:40 - 09:50 | NEAR-FAULT STRONG MOTION, SURFACE RUPTURE AND BUILDING DAMAGE BY THE 2023 KAHRAMANMARAS EARTHQUAKE Y. Hisada, M. Kurata, C. Yenidogan, H. Fukui, S. Tanaka, T. Nagae, H. Kobayashi | |||||||
| 09:50 - 10:00 | FIELD OBSERVATION OF EARTHQUAKE-INDUCED SETTLEMENT EFFECTS ON HATAY AIRPORT REGION DURING M 7.8 KAHRAMANMARAS EARTHQUAKE IN TURKEY S. Unsal Oral, E.N. Gunes, Y.Z. Oral | |||||||
| 10:00 - 10:10 | IMPACT OF MW7.8 PAZARCIK AND MW7.5 ELBISTAN SEISMIC EVENTS ON THE KAHRAMANMARAS CITY E. Garini, G. Gazetas, I. Anastasopoulos | |||||||
| 10:10 - 10:20 | OBSERVATIONS AND LESSONS ON SEISMICALLY INDUCED LIQUEFACTION FOLLOWING THE 2023 TURKIYE EARTHQUAKE SEQUENCES, AND COMPARISON WITH THOSE IN RECENT EARTHQUAKES IN CHINA L.W. Chen, Z.H. Li, X.Y. Wu, J.H. Lei | |||||||
| MONITOR 20 | ||||||||
| SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | IMPACT OF FLOOR DIAPHRAGM MODELLING ASSUMPTIONS IN THE SEISMIC ASSESSMENT OF RC BUILDINGS F. Bianchi, M. Guidotti, R. Pinho | |||||||
| 09:15 - 09:30 | COMPARISON OF EARTHQUAKE PERFORMANCE OF RC FRAME BUILDING WITH REGULAR SYSTEM AND DUAL SYSTEM G.K. Ramancharla, P.K. Ramancharla | |||||||
| 09:30 - 09:45 | MODELING CORROSION-DAMAGED FIBER-REINFORCED CONCRETE MEMBERS UNDER SEISMIC LOADING A. Aryanto, N. Rizaldi | |||||||
| 09:45 - 10:00 | CALIBRATION AND MODELING OF BASE ISOLATORS WITH UPLIFT RESTRAINTS USING COMERCIAL SOFTWARE A. Tena-Colunga, F. Parra | |||||||
| 10:00 - 10:15 | SIMULATION OF LATERAL BEHAVIOUR OF UN-STRENGTHENED AND FC STRENGTHENED MASONRY INFILLED RC FRAME D. Sen, M. Hassan, A. Dutu, M. Seki, M. Maeda | |||||||
| MONITOR 21 | ||||||||
| SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | INVESTIGATING THE RELIABILITY OF EQUIVALENT FRAME MODELS IN COMMERCIAL SOFTWARE: A URM CASE STUDY S. Degli Abbati, C.F. Manzini, P. Morandi, F. Candeloro, F. Parisse, G. Brandonisio, G. Camata, G. Magenes, S. Cattari | |||||||
| 09:15 - 09:30 | PROBABILISTIC SEISMIC ASSESSMENT OF A HERITAGE STONE MASONRY MINARET G. Milan, J. Ciurlanti, G. Isik, M. Tsopanova, C. Haydaroglu, T. Timur, K. Hicyilmaz, R. Sturt, M. Palmieri, D.N. Grant | |||||||
| 09:30 - 09:45 | NON-LINEAR DYNAMIC ANALYSIS USING AEM OF A TYPICAL AGRICULTURAL BUILDING IN THE GRONINGEN PROVINCE M. Moretti, A. Marasca, S. Persia, A. El-Fouly | |||||||
| 09:45 - 10:00 | MACRO-MODELING OF FLEXURE-DOMINANT SLENDER REINFORCED MASONRY SHEAR WALLS Y.C. Hsu, T.Y. Yang, S. Brzev | |||||||
| 10:00 - 10:15 | ANALYSIS OF AXIAL FORCE IN REINFORCED CONCRETE FRAME STRUCTURE BEAMS J. Han, Q. Zhu, P. Chen, L.P. Liu, Y.M. Li | |||||||
| MONITOR 22 | ||||||||
| SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | COMPARATIVE SEISMIC EVALUATION ACROSS LEADING SOFTWARE: DISTINGUISHING CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS TECHNIQUES K.K. Kuria, O. Kegyes-Brassai | |||||||
| 09:15 - 09:30 | THE EFFECT OF SETTLEMENTS ON THE IN-PLANE SEISMIC BEHAVIOR OF MASONRY BUILDINGS M. Serpe, V. Tomei, E. Grande, M. Imbimbo | |||||||
| 09:30 - 09:45 | PARAMETRIC NONLINEAR ANALYSES TO ASSESS MASONRY BUILDINGS SEISMIC BEHAVIOR THROUGH FRAGILITY CURVES R. Sulla, M. D Amato, R. Gigliotti, D. Liberatore | |||||||
| 09:45 - 10:00 | EVALUATING DIAPHRAGM PERFORMANCE IN MODULAR BUILDINGS WITH DOUBLE BEAM COMPOSITE STRUCTURES J.Y. Choi, B.H. Cho, J.Y. Kang, Y.E. Kwon, J.H. Ju | |||||||
| 10:00 - 10:15 | SEISMIC MODELLING & PERFORMANCE OF A HIGH-RISE CONCRETE SHEAR WALL BUILDING ADJACENT TO FAULT C. Smith, E. Dezhdar, Q. Al Chatti | |||||||
| MONITOR 23 | ||||||||
| SHM4/5 - SHM FOR DAMAGE ASSESSMENT OF CULTURAL HERITAGE TOWERS AND DYNAMIC CHARACTERISATION OF LANDMARK STRUCTURES | Convenors: E. García-Macías, D.V. Oliveira, F. Ubertini, E. Lenticchia, R. Ceravolo, F. Romeo | ||||||||
| 09:00 - 09:15 | DYNAMIC RESPONSE AND PHYSICAL PROPERTIES WITH CERS METHODS AT SANTA MARIA DI COLLEMAGGIO BASILICA Y. Nakamura, T. Sato, J. Saita | |||||||
| 09:15 - 09:30 | THE CERS AND OTHER ANALYSIS OF COLOSSEUM IN ROME USING RECORDS AT THE 2016 CENTRAL ITALY EARTHQUAKES Y. Nakamura, J. Saita, T. Sato, G. Valente | |||||||
| 09:30 - 09:45 | A COMPARATIVE ANALYSIS OF THE SEISMIC RESPONSE OF NEARBY TUNNELS AND BRIDGES. M. Dalmasso, M. Civera, V. De Biagi, C. Surace, B. Chiaia | |||||||
| 09:45 - 10:00 | DETECTION OF SEISMIC DAMAGE ON A RC BUILDING USING THE PROPORTIONAL FLEXIBILITY-RESEMBLING MATRIX A. Calidori, G. Bernagozzi, S. Castellaro, L. Landi, P.P. Diotallevi | |||||||
| MONITOR 24 | ||||||||
| SHR3 - MANAGING EARTHQUAKE RISK THROUGH MULTI-LATERAL PARTNERSHIPS | Convenors: J.F. Schneider, G. Trendafiloski | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | IMPLICATION OF CONSIDERING THE EFFECT OF SPATIAL CORRELATION ON LOSS ESTIMATES IN CATASTROPHE MODELS S. Stripajova, E. Schiappapietra, M. Labuta, J. Douglas, G. Trendafiloski, M. Goldbach | |||||||
| 09:15 - 09:25 | EVALUATING THE POTENTIAL FOR PARAMETRIC SOLUTIONS IN NEPAL USING AN EARTHQUAKE CATASTROPHE MODEL H. Mulugu, B. Weir, G.M. Sarica | |||||||
| 09:25 - 09:35 | FINANCIAL RISK MANAGEMENT FOR EARTHQUAKE DISASTER: A CASE STUDY OF RHODES AND GRANADA S. Denaro, C. Valerio, G. Bussi, E. Fagà, E. Karaferi, D. Tsarpalis, D. Vamvatsikos | |||||||
| 09:35 - 09:45 | STATE- AND GROUND MOTION-DEPENDENT FRAGILITY FUNCTIONS OF MASONRY BUILDINGS UNDER SEISMIC SEQUENCES M. Baiguera, G. Bartolini, F. Landi, G. Sevieri | |||||||
| 09:45 - 09:55 | EARTHQUAKE CATASTROPHE INSURANCE PENETRATION IN INDIA: CHALLENGES AND OPPORTUNITIES P. Kalita, P. Kakoty | |||||||
| 09:55 - 10:05 | SEISMIC RISK ASSESSMENT AT URBAN SCALE FOR EARTHQUAKE SAFE URBAN PLANNING - A CASE STUDY IN SKOPJE K. Edip, R. Apostolska | |||||||
| 10:05 - 10:15 | REDUCING EARTHQUAKE PROTECTION GAP WORLDWIDE: CHALLENGES AND BUSINESS OPPORTUNITIES G. Trendafiloski, S. Stripajova | |||||||
| MONITOR 25 | ||||||||
| SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
| 09:00 - 09:10 | SEISMIC FRAGILITY CURVES OF LIFELINE NETWORKS BASED ON SUBSET SIMULATION D. Lee, Z. Wang, J. Song | |||||||
| 09:10 - 09:20 | A NON-PARAMETRIC APPROACH FOR MULTIVARIATE SEISMIC FRAGILITY AND RISK ANALYSIS P.A. Conde Bandini, P. Paultre | |||||||
| 09:20 - 09:30 | UNCERTAINTY QUANTIFICATION IN THE SEISMIC RISK ASSESSMENT OF BRIDGE TOWERS NEAR THE HAYWARD FAULT A. Taslimi, F. Petrone | |||||||
| 09:30 - 09:40 | RECONNAISSANCE ENGINE OF NETWORK SYSTEMS USING MATRIX-BASED BAYESIAN NETWORK J. Byun, B. Zhao, H. Ryu | |||||||
| 09:40 - 09:50 | SEISMIC PERFORMANCE OF MODULAR BUILDLING UNDER NEAR FIELD GROUND MOTIONS S. Elias, M. Beer | |||||||
| 09:50 - 10:00 | SEISMIC RISK OF AGING BRIDGE NETWORKS BY CROSS-ENTROPY-BASED STATIONARY PROPOSAL IMPORTANCE SAMPLING L. Capacci | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 26 | ||||||||
| SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
| 09:00 - 09:10 | SEISMIC RETROFIT OPTIMIZATION OF WATER DISTRIBUTION SYSTEM BASED ON SURROGATE MODEL B. Hou, C. Yang, X. Cheng, H. Miao | |||||||
| 09:10 - 09:20 | STUDY ON VULNERABILITY CURVE OF RC BUILDING DAMAGE CONSIDERING VARIATION IN BUILDING PERFORMANCE Y. Nakamura, K. Sotome, S. Okura | |||||||
| 09:20 - 09:30 | RISK ANALYSIS OF ALTO GARDA VIA MICROZONATION AND STRUCTURAL CHARACTERISATION OF BUILDINGS MAPPING C. Nardin, M. Broccardo, A. Vigano, G. Laurenzano, S. Parolai | |||||||
| 09:30 - 09:40 | BAYESIAN ESTIMATION OF SEISMIC VULNERABILITY MODEL PARAMETERS USING SOUTH ICELAND LOSS DATA M. Moosapoor, B. Bessason, B. Hrafnkelsson, R. Rupakhety, A. Darzi, J. Bjarnason, S. Erlingsson | |||||||
| 09:40 - 09:50 | ON THE SENSITIVITY OF HIGH-RESOLUTION SEISMIC RISK ASSESSMENT FOR THE TOWN OF HUSAVIK, NORTH ICELAND A. Darzi, M. Moosapoor, B. Halldorsson, B. Hrafnkelsson, F. Cotton, B. Bessason | |||||||
| 09:50 - 10:00 | EVALUATION OF SEISMIC HAZARD FOR KOREAN HISTORIC AREAS CONSIDERING UNCERTAINTY FOR VS PROFILES K. Ji, H. Park | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 27 | ||||||||
| SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
| 09:00 - 09:10 | NON-ERGODIC GROUND MOTION MODEL FOR SUBDUCTION EARTHQUAKES USING S-NET SEAFLOOR DATA L. Hu, Y. Li, W.H. Pan, H.W. Yang, S.Y. Ji | |||||||
| 09:10 - 09:20 | SENSITIVITY ANALYSIS OF DEMAND VARIABLES FOR SCENARIO-BASED EARTHQUAKE DAMAGE ASSESSMENT IN KOREA S.Y. Kim, S.J. Lee, H.Y. Ji, Y.J. Byun, J.H. Kim | |||||||
| 09:20 - 09:30 | INVESTIGATING SAMPLING BIAS THROUGH SECONDARY VARIABLE: INSIGHTS FROM VS30 DATASETS OF FOUR REGIONS J. Zhou, L. Li, K. Chen, X. Chen, B. Chen, X. Li | |||||||
| 09:30 - 09:40 | ON THE ASSESSMENT OF RELIABILITY-CONSISTENT SEISMIC DESIGN LOAD CONTOUR MAPS FOR CANADIAN SITES C. Feng, H.P. Hong | |||||||
| 09:40 - 09:50 | THE SAFETY ASSESSMENT METHOD OF LIFE-SAVING PASSAGE IN BOTTOM FRAME MASONRY STRUCTURE (BFMS) RUINS UNDER AFTERSHOCKS X. Defeng, S. Feifei, D. Junwu, Y. Yongqiang, C. Xingchen | |||||||
| 09:50 - 10:15 | DISCUSSION | |||||||
