TUESDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | MODEL SHAKE TABLE TEST ON SEISMIC DEFORMATION BEHAVIOR OF RUBBER TIRED GANTRY CRANE E. Kohama, H. Kubo, Y. Kohama, T. Sugano | |||||||
14:40 - 14:50 | MODELLING AND NONLINEAR ANALYSIS OF COMPOSITE MRF WITH DISSIPATIVE CONNECTIONS C. Vulcu, R. Don, G. Balaskas, B. Hoffmeister | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE AND RESILIENCE OF COUPLED DISSIPATIVE REPLACEABLE LINK FRAMES: NLRHA ASSESSMENT C. Vulcu, M. Pinkawa, B. Hoffmeister | |||||||
15:00 - 15:10 | OPTIMIZATION TOOL FOR THE IMPROVEMENT OF THE SEISMIC VULNERABILITY THROUGH EXOSKELETON SYSTEM J.C. Olivo Garcia, R. Cucuzza, G. Bertagnoli, M. Domaneschi, G.C. Marano, G.A. Ferro | |||||||
15:10 - 15:20 | PROPOSAL OF A DESIGN PROCEDURE FOR PIN-SUPPORTED ROCKING TRADITIONALLY BRACED FRAMES M. Bosco, M. Caragliano, P.P. Rossi, N. Spinella | |||||||
15:20 - 15:30 | RETROFIT METHOD OF HOLLOW CIRCULAR SECTION BRACE WITH SINGLE GUSSET PLATE Y. Jiao, M. Yamamoto, S. Hakuto | |||||||
15:30 - 15:40 | SEISMIC ANALYSIS OF SSTF STRUCTURES CONSIDERING THE NONLINEAR BEHAVIOR OF SHEAR CONNECTORS X. Lu, D. Gan, Y. Li | |||||||
15:40 - 15:50 | SEISMIC BEHAVIOR OF STEEL STAGGERED TRUSS FRAMING STRUCTURES WITH ENERGY-DISSIPATIVE ROCKING COLUMNS D. Gan, Z. Li, x. Lu, X. Zhou | |||||||
MONITOR 2 | ||||||||
ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | SEISMIC FRAGILITY CURVES FOR THIN-WALLED STEEL STRUCTURES USING KOITER'S MULTIMODAL ANALYSIS F.S. Liguori, G. Zucco, A. Formisano, A. Madeo | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF BRACED STEEL FRAMING BUILDINGS WITH CONCRETE-FILLED CHORD STUDS J. Navarro, O. Bové, M. Casafont, J. Bonada, F. López-Almansa | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES EQUIPPED WITH REPLACEABLE DISSIPATIVE MEMBERS S. Safaei, M. D Aniello, R. Landolfo | |||||||
15:00 - 15:10 | SEISMIC RETROFIT OF AN EXISTING STEEL BUILDING LOCATED IN SOUTHERN ITALY A. Prota, R. Tartaglia, M. D Aniello, R. Landolfo | |||||||
15:10 - 15:20 | SEISMIC RETROFITTING OF STEEL MRFS WITH EXTERNAL BRBS: PRELIMINARY EXPERIMENTAL & NUMERICAL RESULTS F. Freddi, L. Di Sarno, M. D Aniello, O. Kwon, R. Landolfo, S. Bousias, J. Wu, M. Cicia, F. Gutierrez-Urzua, J. Park, N. Stathas, E. Strepelias | |||||||
15:20 - 15:30 | THE NEW PROVISIONS OF EUROCODE 8 PART 3 FOR SEISMIC ASSESSMENT OF EXISTING STEEL STRUCTURES D. Lignos | |||||||
15:30 - 15:40 | TRUSSED ARCH EXOSKELETON AS RETROFITTING SOLUTION OF EXISTING BUILDINGS: THE CASE STUDY OF FOGGIA R. Cucuzza, C.J. Orozco Bustamante, G. Bertagnoli, M. Domaneschi, G.A. Ferro, G.C. Marano | |||||||
MONITOR 3 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
14:30 - 14:40 | INFLUENCE OF NON-LINEARITY OF DYNAMIC SHEAR MODULUS ON THE SEISMIC SAFETY EVALUATION OF ARCH DAM Y. Ariga | |||||||
14:40 - 14:50 | EFFECT ON NON-VERTICAL PROPAGATION SEISMIC WAVES ON THE BEHAVIOR OF GRAVITY AND ARCH DAMS E. Robbe, N. Humbert, S. Cherubini | |||||||
14:50 - 15:00 | DYNAMIC ANALYSES OF AN EARTH DAM WITH DIFFERENT INITIAL STRESS STATE R. Previtali, R. Pellegrini, F. Carnevale, P. Chemello | |||||||
15:00 - 15:10 | ANALYSIS OF THE BEHAVIOUR OF A GRAVITY DAM IN CENTRAL AMERICA SUBJECT TO HIGH SEISMIC FORCES A. De Paola, E. Baldovin, S. Pavone | |||||||
15:10 - 15:20 | IMPACT OF UNCERTAINTY ASSOCIATED WITH GROUND MOTION SELECTION ON FRAGILITY ASSESSMENT OF DAMS B.K. Patra, R. Segura, A. Bagchi | |||||||
15:20 - 15:30 | PREDICTIVE MODEL FOR SEISMIC DISPLACEMENTS OF A GENERAL FLEXIBLE SLIDING BLOCK IN NEAR-FAULT REGION C. Xiang, D. Huang, Y. Zhang, L. Zhao | |||||||
15:30 - 15:40 | COMPARISONS BETWEEN GROUND IMPROVEMENT METHODS FOR A HIGH EMBANKMENT DAM ON THICK ALLUVIAL DEPOSIT Z. Wang, R. Wang, J. Zhang | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
14:30 - 14:40 | COMPARISON OF DAMAGE PREDICTION FOR CONCRETE DAMS, FINITE ELEMENT WITH SMEARED CRACK VS. DISCRETE ELEMENT MODELS B.F. Soysal, Y. Arici | |||||||
14:40 - 14:50 | DYNAMIC RESPONSE OF THE PUNTA NEGRA DAM UNDER THE 2021 SAN JUAN EARTHQUAKE F. Zabala, N.G. Sanchez, G.S. Zabala | |||||||
14:50 - 15:00 | THE ROLE OF MODELING UNCERTAINTIES IN SEISMIC ANALYSIS OF CONCRETE DAMS M.A. Hariri-Ardebili, J. Salamon | |||||||
15:00 - 15:10 | EFFECT OF INTERNAL STRUCTURE OF LEVEES ON THE SEISMIC AND SEEPAGE BEHAVIOR R. Uzuoka, S. Yamada, K. Ueda | |||||||
15:10 - 15:20 | UNDERSTANDING THE ROLE OF STRESS-DEPENDENT MATERIAL DAMPING IN SEISMIC ANALYSIS OF CONCRETE DAMS M.A. Hariri-Ardebili, M. Noorbakhsh-Saleh, S.M. Seyed-Kolbadi, F. Pourkamali-Anaraki | |||||||
15:20 - 15:30 | SEISMIC DAMAGE ANALYSIS OF HIGH CONCRETE ARCH DAM-FOUNDATION SYSTEMS: A COMPREHENSIVE STUDY h. Liang, s. Guo, c. Yan, j. Tu | |||||||
15:30 - 15:40 | IMPLEMENTATION AND VALIDATION OF THE DIRECT METHOD FOR SIMULATING DYNAMIC DAM-FOUNDATION INTERACTION D. Froio, F. Carnevale | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
CHH3 - DIGITAL TWINNING OF CULTURAL HERITAGE STRUCTURES IN EARTHQUAKE ZONES | Convenors: G. Miraglia, V. Sarhosis, R. Ceravolo | ||||||||
14:30 - 14:45 | AUTOMATED POST-EARTHQUAKE DAMAGE-ASSESMENT OF MASONRY BUILDINGS USING COMPUTER-VISION D. Loverdos, B. Liu, V. Sarhosis | |||||||
14:45 - 15:00 | STATISTICAL INFERENCE OF THE ENVIRONMENT-DEPENDENT DYNAMICS OF LONG-TERM MONITORED BUILT HERITAGE S. Coccimiglio, G. Miraglia, G. Coletta, R. Ceravolo | |||||||
15:00 - 15:15 | MODEL COMPARISON AND DEFINITION OF NONLINEAR INTERACTING IN-PARALLEL MASSES UNDER SEISMIC EXCITATION L. Scussolini, R. Ceravolo | |||||||
MONITOR 6 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
14:30 - 14:38 | MODELING ASPECTS AND DYNAMIC CHARACTERISTICS OF THE SEISMIC PERFORMANCE OF LIGH-FRAME WOOD SHEARWALL E. Morshedi, G. Doudak | |||||||
14:38 - 14:46 | MULTI-OBJECTIVE OPTIMIZATION OF CROSS-LAMINATED TIMBER SHEAR WALLS G. Boshrouei Shargh, A. Barbosa, B. Simpson, A. Sinha, J. van de Lindt, N. Brown | |||||||
14:46 - 14:54 | PARAMETRIC STUDY ON PULL-OUT BEHAVIOR OF GLUED-IN ROD CONNECTION BY FINITE ELEMENT ANALYSIS K.M. Hwang, H.W. LIm, E.S. Kim, D.H. Jang, K.M. Lee | |||||||
14:54 - 15:02 | RELATIONSHIP BETWEEN RESIDUAL DEFORMATION AND MA XIMUM INTER STORY DEFORMATION OF WOODEN HOUSES N. Kotani, T. Hirai, Y. Nagano | |||||||
15:02 - 15:10 | SEISMIC ANALYSES OF MULTI-STOREY CLT STRUCTURES WITH HIGH-PERFORMANCE CONNECTIONS F. Smiroldo, A. Gaspari, D. Viel, E. Borsati, I. Giongo | |||||||
15:10 - 15:18 | SEISMIC DESIGN CONSIDERATIONS FOR THE NEXT GENERATION OF TIMBER BUILDINGS IN CANADA: A REVIEW C. Loss, M. Popovski, T. Yang | |||||||
15:18 - 15:26 | SEISMIC PERFORMANCE ASSESSMENT OF LOW-RISE CLT BUILDING UNDER NEAR AND FAR-FIELD GROUND MOTIONS S. Javidi, I. Gavric, G. Fourlaris, M.R. Salami | |||||||
15:26 - 15:35 | SEISMIC PERFORMANCE OF A TIMBER HOUSE USING CLT HORIZONTAL DIAPHRAGM T. Furuta, M. Nakao | |||||||
15:35 - 15:45 | SEISMIC PERFORMANCE OF SINGLE-STORY PAVILION-TYPE TIMBER FRAME Z. Sun, P. Xiang, L. Jia | |||||||
MONITOR 7 | ||||||||
CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
14:30 - 14:39 | SHAKE TABLE TESTING OF A SIX-STORY, FULL-SCALE, MASS TIMBER ROCKING WALL USING BUCKLING-RESTRAINED BOUNDARY ELEMENTS AS ENERGY DISSIPATORS M. McBain, B. Simpson, G. Araujo, L. Pieroni, A. Barbosa, J. van de Lindt, A. Sinha, N. Brown, S. Kontra, P. Mishra, L. Gioiella, S. Sorosh, T. Hutchinson, S. Pryor, T. Field, P. Uarac | |||||||
14:39 - 14:48 | SHAKE TABLE TESTS OF CROSSLAM ASSEMBLIES L. Morillas, D. Escolano-Margarit, J.A. Balmori-Roiz, F.J. Rescalvo, A. Gallego-Molina, C. Cruz, A. Benavent-Climent | |||||||
14:48 - 14:57 | SHAKING-TABLE TESTS ON TRADITIONAL AND CONVENTIONAL ASSEMBLED WOODEN FRAME STRUCTURES H. Tagawa | |||||||
14:57 - 15:06 | SIMPLIFIED PUSHOVER ANALYSIS FOR PARAMETRIC STUDY OF PREFABRICATED LFTP BUILDING'S SEISMIC BEHAVIOR M. Krzan, L. Balant, T. Pazlar, B. Ber | |||||||
15:06 - 15:15 | TIMBER ELEMENTS WITH POLYURETHANE FLEXIBLE JOINTS AS SEISMIC PROTECTION A. Kwiecien, K. Sliwa-Wieczorek, B. Zajac, P. Stecz, J. Chelmecki | |||||||
15:15 - 15:24 | TRIAL SEISMIC DESIGN FOR 10-STORY TIMBER CONSTRUCTION T. Tsuchimoto, T. Miyake, A. Mitsuhashi | |||||||
15:24 - 15:33 | SEISMIC FRAGILITY OF LIGHTWEIGHT GLUBAM FRAME STRUCTURES SUBJECTED TO PULSE-LIKE GROUND MOTIONS Q. Gao, R. Wang, G. Monti, C. Demartino, Z. Li | |||||||
15:33 - 15:42 | SEISMIC BEHAVIOUR OF TIMBER FRAMED MASONRY SYSTEMS STRENGTHENED BY NAILS A. Gani, D.C. Rai, J.M. Banday | |||||||
MONITOR 8 | ||||||||
EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
14:30 - 14:40 | UNRESOLVED ISSUES ON THE DESIGN OF URM BUILDINGS: A CRITICAL REVIEW OF LINEAR AND NONLINEAR METHODS S. Lagomarsino, A. Penna, S. Cattari, M. Rota, A. Brunelli, S. Bracchi | |||||||
14:40 - 14:50 | CONTRIBUTIONS TOWARDS THE DEFINITION OF PARTIAL SAFETY FACTORS FOR MASONRY BUILDINGS M. Rota, A. Penna, S. Bracchi | |||||||
14:50 - 15:00 | SIMPLIFIED RELIABILITY-BASED ASSESSMENT OF HISTORICAL BRICK MASONRY BUILDINGS L. Moschen, C. Adam | |||||||
15:00 - 15:10 | SEISMIC DESIGN OF STEEL & STEEL-CONCRETE COMPOSITE JOINTS-DESIGN METHODOLOGY & DUCTILITY CRITERION G. Skarmoutsos, U. Kuhlmann | |||||||
15:10 - 15:20 | SEISMIC RESPONSE OF SLIDING BLOCS AND CALIBRATION OF A EUROCODE_8 FORMULA FOR RIGID-PLASTIC ELEMENTS P. Labbé, P. Su | |||||||
15:20 - 15:30 | EVALUATION OF THE COEFFICIENT R AND CHOOSING A DESIGN APPROACH IN EUROCODE 8-5 D. Ivanovski, K. Edip, J. Bojadjieva, V. Sheshov, T. Kitanovski | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
14:30 - 14:40 | DESIGN AND PRELIMINARY DESIGN EVALUATION OF RC MRF BUILDINGS TO THE NEXT GENERATION OF EUROCODES M. Di Domenico, C. Di Salvatore, P. Ricci, G. Magliulo, G.M. Verderame | |||||||
14:40 - 14:50 | EVALUATION OF THE CHORD ROTATION ACCORDING TO 2ND GENERATION OF EUROCODE 8 USING NONLINEAR ANALYSIS H. Maranhão, H. Varum, J. Melo | |||||||
14:50 - 15:00 | DETAILING RULES OF DIFFERENT DESIGN CODES TO ENSURE LOCAL DUCTILITY OF REINFORCED CONCRETE BEAMS A. Stella, L. Berto, D. Talledo, G. Bottin, A. Saetta | |||||||
15:00 - 15:10 | SITE-SPECIFIC SEISMIC COEFFICIENT FOR A QUAY WALL ACCORDING TO THE NEW GENERATION OF EUROCODE 8 P. Alesiani, P. Ruggeri, G. Scarpelli | |||||||
15:10 - 15:20 | COMPARATIVE STUDY OF REQUIREMENT OF BUILDING CODES USED IN NEPAL D. Maharjan, S. Thapa, P. Pandit, D. Chaudhary, M. Chikanbanjar, D. Chapagain, S. Pandey, B. Pandey, P. Maskey | |||||||
15:20 - 15:30 | A NEW DESIGN RESPONSE SPECTRUM BASED ON SHOCK WAVEFORM METHOD Y. Fu, Q. Li | |||||||
15:30 - 15:40 | UPDATE OF STRUCTURAL DESIGN SEISMIC COEFFICIENTS FOR THE COLOMBIAN BUILDING CODE (NSR) G.A. Bernal, O.D. Cardona | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
14:30 - 14:42 | SEISMIC ANALYSIS OF A MONOPILE-SUPPORTED OFFSHORE WIND TURBINE CONSIDERING LIQUEFACTION EFFECT Z. Yuan, F. Liang | |||||||
14:42 - 14:54 | SEISMIC CHARACTERISTICS' IMPACT ON ADJACENT DIRECT-FOUNDATION BUILDINGS TILTING DUE TO LIQUEFACTION K. Ueda, Z. Zhang, Y. Serikawa | |||||||
14:54 - 15:06 | SEISMIC FRAGILITY ASSESSMENT OF LARGE DIAMETER SHIELD TUNNELS CROSSING LIQUEFIABLE SOIL-ROCK STRATA X. Zhang, Y. Pan, J. Cui | |||||||
15:06 - 15:18 | SEISMIC PERFORMANCE OF HOLLOW FIBRE-REINFORCED POLYMER (FRP) PILES IN LIQUEFIABLE SOILS A. Hosseini, M. Rayhani | |||||||
15:18 - 15:30 | SEISMIC RESPONSES OF PRESTRESSED PRECAST SPUN CONCRETE PILE SUBJECTED TO SOIL LIQUEFACTION K. Ahmed, A. Moneim, S. Saif | |||||||
15:30 - 15:42 | SITE EFFECTS IN THE LIQUEFACTION RESPONSE OF LAYERED SANDY AND SILT DEPOSITS - A CASE STUDY V. Kumar, B. Ghosh | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
14:30 - 14:42 | STUDY ON LATERAL RESISTANCE OF STEEL PIPE PILES WITH GROUND IMPROVEMENT IN LIQUEFIED SOIL S. Shimomura, T. Kobayashi, J. Agata | |||||||
14:42 - 14:54 | STUDY ON TRAFFIC PERFORMANCE ON LIQUEFIED GROUND FOR RAPID EVACUATION FROM TSUNAMI AND ROAD OPENING H. Nakazawa, Y. Kawamata, T. Hara | |||||||
14:54 - 15:06 | TRAFFIC OBSTACLES ON FLAT ROADS IN URBAN AREAS CAUSED BY LIQUEFACTION S. Yasuda, K. Ishikawa | |||||||
15:06 - 15:18 | UPDATE OF THE LIQUEFACTION TRIGGERING MAP OF ITALY S. Barani, G. Ferretti, D. Scafidi | |||||||
15:18 - 15:30 | VALIDATION OF EXISTING EMPIRICAL MODELS FOR LATERAL-SPREADING DUE TO LIQUEFACTION L. Todorovic, V. Silva | |||||||
15:30 - 15:42 | GEOMORPHIC PROXY-TO-FACTOR RELATIONSHIPS IN LATERAL SPREADING PREDICTIVE MODELS N. Ingabire Abayo, A. Cabas, E. Chamberlin, B. Montoya | |||||||
15:42 - 15:54 | APPLICATION OF BAGASSE FIBER IN IMPROVING THE LIQUEFACTION RESISTANCE OF SAND R.S. Jakka, J.P. Zachariah, R. Salgado, M. Prezzi | |||||||
MONITOR 12 | ||||||||
GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
14:30 - 14:43 | TWO-DIMENSIONAL DEFORMATION ANALYSES OF THE MONTE ARDONE WASTE LANDFILL IN FORNOVO DI TARO, ITALY S. Bandera, D. Gioffrè, C.G. Lai | |||||||
14:43 - 14:56 | INVESTIGATION ON SEISMIC INTERNAL STABILITY OF GEOSYNTHETIC REINFORCED SOIL WALL G. Das, M. Samanta | |||||||
14:56 - 15:09 | NATURAL AND SEISMIC RESPONSE OF GEOCELL-REINFORCED BERM-SLOPES: AN ECA BASED FINITE ELEMENT ANALYSIS S. Sekar, A. Dey | |||||||
15:09 - 15:22 | SEISMIC RESPONSE ANALYSIS OF A SITE IMPROVED WITH GEOSYNTHETIC VERTICAL DRAINS A. Nardo, G. Biondi, E. Cascone | |||||||
15:22 - 15:35 | SELECTION OF SEISMIC COEFFICIENTS FOR STABILITY ANALYSIS OF AN EMBANKMENT IN CENTRAL LUZON, PH R.A. Luna, P.A. Selda, F.J. Bernales, E.L. Abcede | |||||||
15:35 - 15:48 | DYNAMIC BEHAVIOUR OF BRIDGE ABUTMENT PROVIDED WITH GEOSYNTHETIC REINFORCED APPROACH B. Prakash, A.K. Tiwari, S.R. Dash, S. Patra | |||||||
MONITOR 13 | ||||||||
GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
14:30 - 14:43 | STABILITY EVALUATION OF MECHANICALLY STABILIZED EARTH WALLS UNDER STATIC AND PSEUDO-STATIC LOADING S. Kuili, R.S. Jakka | |||||||
14:43 - 14:56 | NUMERICAL SIMULATION OF THE EFFECT OF EPS LAYER ON THE SEISMIC RESPONSE OF ANCHORED STABILIZING PILES Y. Zhang, T. Zheng, L. Li, R. Sun, Y. Wang | |||||||
14:56 - 15:09 | BUILD BACK BETTER APPROACH - CASE STUDY OF REBUILDING OF GUMBASA IRRIGATION CANAL, PALU EARTHQUAKE B. Ghosh, P. Sharp, E. Russell | |||||||
15:09 - 15:22 | STRESS BACKGROUND AND ROCK FRACTURES REVEALED BY ULTRASONIC BOREHOLE TELEVISION Y. Du, C. Wu, G. Yuan, J. Liao | |||||||
15:22 - 15:35 | INFLUENCE OF WATER CONTENT ON THE SMALL-STRAIN DYNAMIC CHARACTERISTICS OF REMOLDED XIGEDA SOIL Y. Cheng, T. Zheng, L. Li, R. Sun, Y. Wang | |||||||
MONITOR 14 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
14:30 - 14:40 | DEVELOPMENT OF CYCLIC PRESSUREMETER TEST SYSTEM FOR EVALUATE THE DYNANMIC PROPERTY OF GROUND Y. Kwon, A. Kamura, K. Azuno, M. Kazama, Y. Kawamata, Y. Ohya, T. Mori, R. Ito | |||||||
14:40 - 14:50 | INFLUENCE OF WEIGHT OF SHEAR BOX ON SOIL STRUCTURE SYSTEM IN CENTRIFUGE MODEL TEST H. Nakagawa, H. Kashiwa, S. Nakai | |||||||
14:50 - 15:00 | ASSESSING THE PREDICTABILITY OF SMALL-STRAIN SHEAR MODULUS MODELS FOR SILICEOUS AND CALCAREOUS SANDS S. Said, A. Ahmadinezhad, B. Shahbodagh | |||||||
15:00 - 15:10 | CONSIDERATIONS IN EXPERIMENTS AND ANALYZES OF SEISMIC BEHAVIOR OF VERTICAL SHAFTS IN BEDROCK K. Hisasue, K. Sato, O. Higashibata | |||||||
15:10 - 15:20 | INFLUENCE OF SAND MIXTURE PROPORTIONS ON DEFORMATIONS FOR BENTONITE SAND MIXTURE T. Nishimura | |||||||
15:20 - 15:30 | EVALUATION OF THE DYNAMIC RESPONSE OF A MARL SOIL PROFILE IN THE CITY OF ALGIERS USING 3-NODE COLUMN Y. Bakhtaoui, S. Bedr | |||||||
15:30 - 15:40 | A SIMPLIFIED 2D MODEL FOR NONLINEAR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS Y. Bakhtaoui, R. Bentafat | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
14:30 - 14:40 | NONLINEAR BEHAVIOR OF CONCRETE PILES AND REINFORCED CONCRETE FOUNDATION MEMBERS S. Kono, T. Obara, N. Subedi, Y. Oktiovan, S. Thusoo, D. Mukai | |||||||
14:40 - 14:50 | DYNAMIC BEHAVIORS OF PHC PILE-SOIL INTERFACE C. Kwak, I. Park, D. Jang, Y. Kim | |||||||
14:50 - 15:00 | QUANTIFICATION OF ROLE OF BASIN GENERATED LOVE WAVES IN DYNAMIC RESPONSE OF STANDALONE BUILDINGS J. Narayan, S.V.G. Bobbili | |||||||
15:00 - 15:10 | EFFECT OF BIOCEMENTATION ON THE SEISMIC RESPONSE OF TAILINGS DEPOSITS H. Behzadipour, A. Sadrekarimi | |||||||
15:10 - 15:20 | A PREDICTIVE MODEL FOR DEEP SHEAR WAVE VELOCITY PROFILES IN SOUTH KOREA Y. Cho, J. Kim, J. Kim, B. Kim | |||||||
15:20 - 15:30 | SEISMIC RESPONSE OF THE ISLAND OF MONTREAL S. Bagchi, A. Bagchi | |||||||
15:30 - 15:40 | EFFECT OF SOIL FLEXIBILITY ON DESIGN RESPONSE SPECTRA G. Meesala, A.M. Prasad, C.V.R. Murty | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
14:30 - 14:43 | A MULTI-LAYER THERMAL COUPLING HYSTERETIC MODEL FOR HIGH DAMPING RUBBER BEARINGS AT LOW TEMPERATURE J. Shen, A. Igarashi, J. Dang, Y. Hamada, T. Himeno | |||||||
14:43 - 14:56 | A NEW TRUSS-TYPE CONSTRAINING SUBSYSTEM FOR PERFORMANCE IMPROVEMENT OF MASS ISOLATION METHOD S. Ramezani | |||||||
14:56 - 15:09 | A STUDY ON STATIC MECHANICAL PROPERTIES OF VERTICAL SEISMIC ISOLATION WITH PARALLEL LINK T. Tomizawa, R. Yabe, M. Yamada, E. Sato, H. Fukui | |||||||
15:09 - 15:22 | ACTIVE MASS DAMPER CONTROL METHOD FOR BUILDING MASS DAMPER: PROPOSAL AND SHAKING TABLE TEST N. Yoshida, S. Kotsuki, H. Kambara, K. Morikawa, A. Fukukita, M. Takahashi | |||||||
15:22 - 15:35 | ADVANCED LEAD RUBBER BEARING ANALYTICAL MODEL FOR SEISMIC PERFORMANCE EVALUATION OF BRIDGES V. Aghaeidoost, A.H.M.M. Billah | |||||||
15:35 - 15:48 | DAMAGE-FREE ENGAGEMENT DEVICE FOR ENHANCED WIND-RESISTANCE OF BASE-ISOLATED STRUCTURES Y. Xiang, K.Y. Xu, S. Kishiki, G.Q. Li | |||||||
MONITOR 17 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
14:30 - 14:43 | EFFECTIVENESS OF MID-STORY ISOLATION SYSTEM TO ENHANCE SEISMIC PERFORMANCE OF AN EXISTING BUILDING M. Donà , S. Sut, E. Bernardi, M. Ceresara, F. da Porto | |||||||
14:43 - 14:56 | ELEMENTAL STUDY OF 3-D SEISMIC ISOLATION SYSTEM WITH WATER-LEVITATION AND PARALLEL LINKS M. Yamada, E. Sato, H. Fukui, T. Tomizawa, R. Yabe, T. Tagawa | |||||||
14:56 - 15:09 | A NOVEL CONCEPT IN BASE ISOLATION: THE MULTI-STAGE FIBER REINFORCED BEARINGS (MS-FRBS) A. Calabrese, S. Galano | |||||||
15:09 - 15:22 | EVALUATING DAMPING EFFECTS OF SEMI-ACTIVE CONTROLLED BASE-ISOLATION SYSTEM UNDER LARGE GROUND MOTION H. Fujitani, M. Hashimoto, K. Nabeshima, Y. Mukai, E. Sato | |||||||
15:22 - 15:35 | INFLUENCE OF DAMPING ON THE RESPONSE OF SEISMIC ISOLATED STRUCTURE SUBJECTED TO PULSE-LIKE GROUND MOTIONS M. Tornello, G. Gioacchini, J.P. Cordone | |||||||
15:35 - 15:48 | LARGE-SCALE DYNAMIC TESTS OF A SUBSTRUCTURE OF TUNED VISCOUS MASS DAMPER (TVMD) COUPLED WALLS R. Jia, X. Ji, Y. Cheng, T. Sun | |||||||
MONITOR 18 | ||||||||
IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
14:30 - 14:40 | GEOTECHNICAL ISOLATION FOR LOW-RISE BUILDINGS M. Domizio, D. Ambrosini, F. Cuervo | |||||||
14:40 - 14:50 | DYNAMIC CHARACTERISTICS OF SLIDING FOUNDATION WITH SPHERICAL SAND AND SLIDING RESISTANCE TO WIND T. Hyakunari, K. Yamagishi | |||||||
14:50 - 15:00 | CHARACTERIZATION OF SMALL-SIZE SINGLE-SURFACE SLIDING BEARING FOR SEISMIC ISOLATION A. Kumar, D.C. Rai, M. Kumar | |||||||
15:00 - 15:10 | SHAKING TABLE TEST OF A COST-EFFICIENT SLIDING ISOLATION SYSTEM FOR LIGHT FRAME TIMBER BUILDINGS D. Quizanga, J. Almazán, D. Valdivieso, D. Lopez Garcia, P. Guindos, F. Hernandez | |||||||
15:10 - 15:20 | A ROLLING ISOLATION SYSTEM FOR LIGHTWEIGHT STRUCTURES A. Iqbal | |||||||
15:20 - 15:30 | ROLLING BASE ISOLATION, A RESILIENT DESIGN M. Deigert, K. Gomez, M. Chung, P. Laursen, C. McDaniel | |||||||
15:30 - 15:40 | OPTIMAL SEISMIC DESIGN OF IRREGULAR BUILDINGS WITH MULTI-FLOOR ISOLATION AND DAMPERS G. Alwilly, O. Lavan | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
14:30 - 14:40 | STRUCTURAL RETROFITTING OF A 6-STOREY HOTEL WITH SEISMIC ISOLATION DEVICES Z. Rakicevic, A. Bogdanovic, A. Shoklarovski | |||||||
14:40 - 14:50 | EXPERIMENTAL STUDY OF LOW-COST BASE ISOLATION PROTOTYPE (ABC) WITH ENHANCED ENERGY DISSIPATION R. Reyna, D. Velasquez, J. Chavez, C. Zavala | |||||||
14:50 - 15:00 | SIMULATION OF FORCE-DISPLACEMENT HYSTERETIC BEHAVIOUR OF PROTOTYPE PB-FREI T. Basar, S.K. Deb | |||||||
15:00 - 15:10 | THE EFFECT OF RUBBER VARIABILITY ON THE DESIGN OF SCRAP TIRE PAD BASE ISOLATION SYSTEMS N. Jahan, N. Van Engelen | |||||||
15:10 - 15:20 | LOW-COST TLU-SCRAP TIRE PAD ISOLATORS WITH DIFFERENT CONFIGURATIONS AND VARIATION IN TREADED PORTION S.M. Tanveer, N. Jahan, N. Van Engelen | |||||||
15:20 - 15:30 | INVESTIGATION ON MECHANICAL BEHAVIOR OF A LOW-COST BONDED SCRAP TIRE RUBBER ISOLATOR IN RURAL REGION M. Wang, X. Lu | |||||||
15:30 - 15:40 | MECHANICAL BEHAVIOR ANALYSIS OF UNBOUNDED FIBER REINFORCED ISOLATORS WITH RECYCLED RUBBER CORE F. Guerrero M., K. Acosta, A. Alvarez, A. Ortiz, J. Marulanda, P. Thomson | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
14:30 - 14:40 | INVESTIGATION OF A COLLAPSED RC TALL BUILDING DURING THE 2023 KAHRAMANMARAS EARTHQUAKE SEQUENCE O. Odabasi, B. Yucel, P. Bazzurro | |||||||
14:40 - 14:50 | COMMENTING EUROCODE 8-1 PROVISIONS RELATED TO STRUCTURAL DAMAGE IN KAHRAMANMARAS EARTHQUAKES M. Moretti | |||||||
14:50 - 15:00 | NUMERICAL MODELING OF DAMAGED BRIDGES IN TURKIYE FOLLOWING THE KAHRAMANMARAS EARTHQUAKE EVENTS A. Martin, E. Jampole, J. Hunt | |||||||
15:00 - 15:10 | SEISMIC PERFORMANCE OF RC BUILDINGS AND HIGHWAY BRIDGES DURING THE KAHRAMANMARAS EARTHQUAKES Y. Demirtas, E. Sulev, O. Tunaboyu, A. Bozer, O. Avsar | |||||||
15:10 - 15:20 | STRATEGIES FOR ENHANCING INDUSTRIAL RESILIENCE AFTER THE 2023 KAHRAMANMARAS, TURKEY EARTHQUAKES F. Sutcu, Z. Tuna Deger | |||||||
15:20 - 15:30 | INVESTIGATION OF STONE MASONRY CONSTRUCTION TECHNIQUES AND MATERIAL PROPERTIES IN HATAY AND OSMANIYE AFTER THE 2023 TURKEY EARTHQUAKE SEQUENCE B. Bozyigit, A. Ozdemir, K. Donmez, K.D. Dalgic, E. Durgut, C. Yesilyurt, Y. Dizgin, C. Yildeniz, M. Ispir, I. Bedirhanoglu, Y.D. Aktas, S. Acikgoz | |||||||
15:30 - 15:40 | RAPID POST-EVENT REPAIR COST ASSESSMENT: THE 2023 KAHRAMANMARAS EARTHQUAKE SEQUENCE S. Majdalaweyh, A. Jayaprakash, S. Dougherty, N. Kishi, E. Tasdemir | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
14:30 - 14:40 | WIDE-AREA DAMAGE PROXY MAPPING BY ALOS-2 SCANSAR IMAGERY ACQUIRED AFTER THE 2023 TURKEY EARTHQUAKES M. Matsuoka, F. Ogushi, N. Nojima, S. Karimzadeh | |||||||
14:40 - 14:50 | POSSIBILITY OF THE EARTHQUAKE EARLY WARNING FOR THE 2023 TURKEY-SYRIA EARTHQUAKE M. Yamada, Y. Xiao, M. Morinaga | |||||||
14:50 - 15:00 | FIELD RECONNAISSANCE OF MARINE FACILITIES IN TURKIYE AFFECTED BY THE FEBRUARY 6, 2023 EARTHQUAKES O. Jaradat, C.E. Ospina, D. Oniz, T. Gur, T. Richards, A. Rhamani, M. Percher, J. Galbraith | |||||||
15:00 - 15:10 | FUNCTIONAL RECOVERY IN THE CONTEXT OF POST-EARTHQUAKE RECONNAISSANCE: CHALLENGES AND OPPORTUNITIES M.S. Speicher, A. Hariri, S. Sattar | |||||||
15:10 - 15:20 | INTERNATIONAL HUMANITARIAN ASSISTANCE ADAPTATION IN THE KAHRAMANMARAS EARTHQUAKE AND THE GREAT EAST JAPAN EARTHQUAKE M. Sakamoto, S. Toprak | |||||||
15:20 - 15:30 | RETHINKING SEISMIC SAFETY: LESSONS FROM THE RECENT EARTHQUAKE CRISIS IN TURKEY C. Oliveira, X. Romão, M. Sério Lourenço, M. Amaral Ferreira, M. Lopes, C. Sousa Oliveira, P. Pimenta | |||||||
15:30 - 15:40 | COMMUNICATION AND COORDINATION IN RESPONSE OPERATIONS: THE KAHRAMANMARAS EARTHQUAKES, 6 FEBRUARY 2023 S. Celik, B. Erkan, L. Comfort | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
RES99 - SEISMIC RESILIENCE OF THE BUILT ENVIRONMENT, COMMUNITIES AND POPULATION | Convenors: R. Pinho, G. Fagà | ||||||||
14:30 - 14:40 | CHANGES IN BUILDING CHARACTERISTICS IN TOKYO METROPOLITAN AREA SINCE THE 1923 GREAT KANTO EARTHQUAKE O. Murao, H. Kato, K. Fujiwara, K. Inagaki, K. Meguro | |||||||
14:40 - 14:50 | DAMAGES TO HISTORIC BUILDINGS CAUSED BY MEGA-EARTHQUAKES IN JAPAN AND TRAJECTORIES OF THEIR MEASURES H. Yokouchi, E. Nishikawa, S. Nishioka, T. Hanazato, K. Yano, Y. Kariya | |||||||
14:50 - 15:00 | LAND USE CHANGES IN RECONSTRUCTED AREAS BEFORE AND AFTER THE 2011 GREAT EAST JAPAN EARTHQUAKE H. Kato, O. Murao | |||||||
15:00 - 15:10 | STUDY ON REQUIREMENTS LEVELS IN TEMPORARY LIVING SPACES AFTER A HUGE EARTHQUAKE A. Hisagi, K. Fujita | |||||||
15:10 - 15:20 | APPLICATION OF SIMPLIFIED SEISMIC EVALUATION METHODS FOR EXISTING RC BUILDINGS IN MYANMAR M. Seki, Y. Nakajima, J. Matsuo, R. Marukawa | |||||||
15:20 - 15:30 | TECHNICAL GUIDELINES FOR THE STRUCTURAL SAFETY VERIFICATION CERTIFICATE IN MEXICO CITY R. Berrón Ruiz, D. González García, R. Solórzano Martínez | |||||||
15:30 - 15:40 | ENHANCING CONSTRUCTION MANAGER COMPETENCIES: CHALLENGES AND EARTHQUAKE-RESILIENT PRACTICES S. Toprak, P. Nowak, S. Demirkesen, O. Seker, E. Sadikoglu, O. Dal | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 23 | ||||||||
RES99 - SEISMIC RESILIENCE OF THE BUILT ENVIRONMENT, COMMUNITIES AND POPULATION | Convenors: R. Pinho, G. Fagà | ||||||||
14:30 - 14:40 | MAINSTREAMING DRR INTO THE DEVELOPMENT PROJECT OF LOCAL GOVERNMENT: A CASE FROM NEPAL R. Mul, D. Maharjan, S. Pradhan, R. Pokhrel | |||||||
14:40 - 14:50 | EARTHQUAKE PREPAREDNESS LEVELS OF PEOPLE AFFECTED BY THE EARTHQUAKE AND AFFECTING FACTORS S. Ucan Yamac, N. Terkes, S. Gocmez | |||||||
14:50 - 15:00 | EARTHQUAKE VICTIMS' EXPERIENCES DURING THE EARTHQUAKE AND LEVEL OF PSYCHOLOGICAL RESILIENCE N. Terkes, H. Darga | |||||||
15:00 - 15:10 | COPING WITH STRESS AND HOPELESSNESS LEVELS OF UNIVERSITY STUDENTS AFFECTED BY THE EARTHQUAKE S. Gocmez, N. Terkes, S. Ucan Yamac | |||||||
15:10 - 15:20 | DOES CHILDREN'S RISK PERCEPTION MATCH THE PHYSICAL VULNERABILITY OF SCHOOLS? IMPACT FOR PREPAREDNESS A. Vasquez, Y. Merino, F. Rivera | |||||||
15:20 - 15:30 | EMERGENCY SHELTER SITE SELECTION IN THE NEIGHBORHOOD LEVEL AND OPTIMAL GUIDANCE OF AFFECTED PEOPLE M. Hosseini, Y. O. Izadkhah, M.H. Shoghi Kalkhoran | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
MONITOR 24 | ||||||||
SDM4 - LOW DAMAGE CONSTRUCTION | Convenors: G.A. MacRae, S. Moghadam, L.-J. Jia | ||||||||
14:30 - 14:40 | DAMAGE AVOIDANCE DESIGN OF NEW AND RETROFITTED STRUCTURES USING INNOVATIVE RESILIENT CONNECTIONS: LA A. Hashemi, T. Fast, C. Dickoff, R. Jackson, H. Mpidi Bita, R. Malczyk, P. Zarnani, P. Quenneville | |||||||
14:40 - 14:50 | DURATION-PERIOD RATIO (DPR) EFFECT ON ESTIMATING STRUCTURE DISPLACEMENTS M. Farshbaf, G. MacRae, A. S. Moghadam, C. Lee, H. Soleinmankhani, T. Chang | |||||||
14:50 - 15:00 | IMPACT OF FRAME ASPECT RATIO ON THE SEISMIC PERFORMANCE OF SELF-CENTERING STEEL PLATE SHEAR WALL S. Arjmandzadeh, R. Sarvghad Moghaddam, G. Muciaccia | |||||||
15:00 - 15:10 | CAPACITY-BASED DESIGN AS A CONSERVATIVE PHILOSOPHY FOR THE SEISMIC DESIGN OF RC CANTILEVER WALLS A. Morales G. | |||||||
15:10 - 15:20 | PARAMETRIC ANALYSIS ON THE SEISMIC PERFORMANCE OF SELF-CENTERING REINFORCED CONCRETE FRAMES F. Bu, X. Lu | |||||||
15:20 - 15:30 | SEISMIC PERFORMANCE OF REPAIRED RC BEAMS WITH PARTIALLY DEBONDED LONGITUDINAL REBARS T. Hattori, T. Maegawa, H. Sakata, Y. Maida | |||||||
15:30 - 15:40 | EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRECAST DRIFT-HARDENING CONCRETE COLUMNS T. Itoh, S. Yuan, K. Satsukawa, Y. Sun | |||||||
15:40 - 15:50 | SEISMIC PERFORMANCE OF SQUARE CONCRETE COLUMNS REINFORCED BY CIRCULARLY ARRANGED WBUHS REBARS G. Li, S. Yuan, T. Takeuchi, J. Zhao, Y. Sun | |||||||
MONITOR 25 | ||||||||
SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
14:30 - 14:45 | EXPERIMENTAL AND NUMERICAL CASE STUDY FOR DAMAGE DETECTION OF SPENT NUCLEAR FUEL CANISTERS M. Aghagholizadeh | |||||||
14:45 - 15:00 | FULLY INTEGRATED HYBRID DIGITAL TWIN SOLUTION R. Boccagna, G. Camata, M. Petracca, M. Bottini, N. Germano, D. Buccella, M. Rossi, M. Di Giorgio | |||||||
15:00 - 15:15 | FULLY PASSIVE WIRELESS INTEGRATED SENSORS FOR THE SHM OF CONCRETE STRUCTURES E. Rossi, C. Humbert, B. Filipitsch, J. Zwatz, N. Randl, P. Nicolay | |||||||
15:15 - 15:30 | MIXED MODE CRACK QUANTIFICATION WITH DISTRIBUTED FIBER OPTIC SENSORS X. Lu, S. Zhang | |||||||
15:30 - 15:45 | MONITORING OF STEEL DETAILS SUBJECTED TO SEISMIC LOADING THROUGH ACOUSTIC EMISSIONS R. Andreotti, G. Zanon, R. Di Filippo, A. Bonelli, O.S. Bursi | |||||||
MONITOR 26 | ||||||||
SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
14:30 - 14:45 | REAL-TIME VISUAL MEASUREMENT FOR SEISMIC RESPONSES OF POWER EQUIPMENT BASED ON SIAMRPN J. Lu, Q. Xie, X.N. Guo | |||||||
14:45 - 15:00 | PERFORMANCE ANALYSIS OF BUILDING CURTAIN WALL PANEL BASED ON IMAGE RECOGNITION TECHNOLOGY Z. Li, W. Lu, X. Zhuo, S. Wang, Z. Yu, W. Yan | |||||||
15:00 - 15:15 | RESEARCH ON THE PEAK STRAIN CAPTURING OF STRUCTURAL SEISMIC RESPONSE X. Zhao, X. Chen, H. Li, C. Zhao | |||||||
15:15 - 15:30 | SIMPLE VIBRATION ANALYSIS OF STIFFENED AQUEDUCT BRIDGE TO CHECK MONITORING DATA T. Suzuki | |||||||
15:30 - 15:45 | STIFFNESS TRACKING IN TIME DOMAIN BASED ON POLY-LINEAR HYSTERESIS APPROXIMATION AND SPARSE MODELING K. Nabeshima | |||||||
MONITOR 27 | ||||||||
SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
14:30 - 14:41 | THE PROJECT EARTHQUAKE RISK ASSESSMENT OF THE CITY OF ZAGREB J. Atalic, M. Savor Novak, M. Uros, M. Banicek, A. Kadic | |||||||
14:41 - 14:52 | EARTHQUAKE RISK IN ZAGREB: INITIAL VULNERABILITY ASSESSMENT AND VALIDATION WITH POST-EARTHQUAKE DATA N. Rakas, I. Kosalec, M. Banicek, M. Uros, J. Atalic, M. Savor Novak | |||||||
14:52 - 15:03 | COMPARISON OF SCENARIO-BASED AND TIME-BASED SEISMIC RISK ASSESSMENT: A CASE STUDY IN MONTENEGRO N. Serdar, J. Pejovic | |||||||
15:03 - 15:14 | PROBABILISTIC EARTHQUAKE RISK ASSESSMENT FRAMEWORK FOR UGANDA: EVENT-BASED MODELLING APPROACH M. Oleng, Z. Ozdemir, K. Pilakoutas | |||||||
15:14 - 15:25 | EXPOSURE MODELING OF SCHOOL BUILDINGS IN NORTH MACEDONIA L. Jusufi, R. Apostolska | |||||||
15:25 - 15:36 | EXTENDING SEISMIC RISK MODELS TO ASSESS REGIONAL RECOVERY CAPABILITIES: THE CASE OF SWITZERLAND N. Blagojevic, A. Papadopoulos, L. Danciu, B. Stojadinovic | |||||||
15:36 - 15:47 | INTEGRATING THE URBAN-SCALE SEISMIC RISK MODEL OF BASEL WITH THE NATIONAL RISK MODEL OF SWITZERLAND A. Imtiaz, A.N. Papadopoulos, D. Fäh | |||||||
MONITOR 28 | ||||||||
SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
14:30 - 14:41 | INVESTIGATING HAZARD UNCERTAINTY AND ITS EFFECTS ON NATIONAL SEISMIC RISK & LOSS ASSESSMENT A. Gkimprixis | |||||||
14:41 - 14:52 | ASSESSING SEISMIC RISK FOR EFFECTIVE DISASTER MANAGEMENT AT AN URBAN SCALE IN EL SALVADOR A. López, L. Mixco, M. López, S. Flores, A. Martínez, A. Calderón, C. Yepes-Estrada, V. Silva | |||||||
14:52 - 15:03 | NATIONAL EXPOSURE MODEL FOR INDUSTRIAL STRUCTURES IN CHILE F. Sanchez, H. Santa Maria, P. Aguirre | |||||||
15:03 - 15:14 | COMPARATIVE ANALYSIS OF GLOBAL AND LOCAL MODELS FOR SEISMIC HAZARD, EXPOSURE DATA, AND VULNERABILITY IN SEISMIC RISK ASSESSMENT M.G. Bryndísardóttir, B. Bessason, C.Y. Tsai | |||||||
15:14 - 15:25 | USE OF THE ANALYTICAL-MECHANICAL DBV-MASONRY MODEL FOR RISK STUDIES AT NATIONAL AND REGIONAL SCALE S. Cattari, S. Alfano | |||||||
15:25 - 15:36 | TOOLS FOR SEISMIC RISK ASSESSMENT ON DIFFERENT ASSET TYPES M. Faravelli, B. Borzi, M. Onida, M. Pagano, D. Intermite | |||||||
15:36 - 15:47 | PRELIMINARY NATION-WIDE RISK-INFORMED PRIORITIZATION OF STRATEGIC BUILDINGS: ROLE OF INPUT PARAMETER A. Fumai, N. Caterino, F. Parisi |