FRIDAY | 9:00 - 10:15
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FRIDAY | 9:00 - 10:15 |
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| SPACE 1 | ||||||||
| SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
| 09:00 - 09:15 | HIGH-RESOLUTION STRUCTURAL MODELING: WHY AND HOW G. Deierlein | |||||||
| 09:15 - 09:30 | COLLAPSE FRAGILITY DEVELOPMENT OF ELECTRICAL TRANSMISSION TOWERS J.F. Hajjar, X. Du, R.B. Bond | |||||||
| 09:30 - 09:40 | A MULTIAXIAL PLASTICITY MODEL WITH SOFTENING FOR FIBER-BASED STEEL BEAM-COLUMNS D.I. Heredia Rosa, A. de Castro e Sousa, D. Lignos, A. Maity, A. Kanvinde | |||||||
| 09:40 - 09:50 | MODEL-BASED UNCERTAINTY IN PREDICTING DAMAGE TO NEAR-FAULT REINFORCED CONCRETE STRUCTURES M. Kenawy, B. Giffin | |||||||
| 09:50 - 10:00 | SIMULATING FRACTURE OF WELDED COLUMN SPLICES IN NONLINEAR FRAME ANALYSIS A. Jhunjhunwala, A. Maity, A. Kanvinde | |||||||
| 10:00 - 10:10 | SIMULATING EARTHQUAKE-INDUCED EXTREME LIMIT STATES OF STEEL BEAM-COLUMNS WITH LIMITED INFORMATION A. Hartloper, A. Mujdeci, A. Elghazouli | |||||||
| 10:10 - 10:20 | ANALYTICAL MODEL OF LOCAL BUCKLING INDUCED DUCTILE FRACTURE IN STEEL BEAM-COLUMNS Y. Zhu | |||||||
| SPACE 3 | ||||||||
| CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
| 09:00 - 09:12 | PERFORMANCE OF BUCKLING RESTRAINED BRACES IN BI-DIRECTIONAL DUCTILE DIAPHRAGMS H. Carrion-Cabrera, M. Bruneau | |||||||
| 09:12 - 09:24 | ANALYSIS OF TRUSS-CONFINED BUCKLING-RESTRAINED BRACES A.C. Wu, K.C. Tsai, C. Chen, L.A. Chen | |||||||
| 09:24 - 09:36 | BRB SYSTEM DESIGN CONSIDERATIONS G. MacRae, C. Lee | |||||||
| 09:36 - 09:48 | SHAKE TABLE TESTS OF A FULL-SCALE THREE-STORY STEEL BRBF WITH SLIDING SLABS IN CHIHSHANG EARTHQUAKE C.C. Chou, H.Z. Lin, A. Córdova, J.M. Chen, Y.H. Chou, S.H. Chao, S.H. Chao, G. Tsampras, C.M. Uang, H.Y. Chung, H.T. Hu, C.H. Loh | |||||||
| 09:48 - 10:00 | DESIGN AND PERFORMANCE OF BUCKLING RESTRAINED BRACED FRAMES WITH ECCENTRIC BRACING CONFIGURATIONS C. Li, P. Richards, B. Saxey | |||||||
| 10:00 - 10:12 | PERFORMANCE AND FAILURE MODES OF MASS TIMBER BUCKLING-RESTRAINED BRACES T. Takeuchi, Y. Terazawa, S. Komuro, T. Kurata, B. Sitler | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| BROWN 1 | ||||||||
| GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
| 09:00 - 09:05 | INGV PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR G. Cultrera | |||||||
| 09:05 - 09:10 | USGS PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Ahdi | |||||||
| 09:10 - 09:15 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Matsushima | |||||||
| 09:15 - 09:20 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR F. Bonilla | |||||||
| 09:20 - 09:25 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR C. Cornou | |||||||
| 09:25 - 09:30 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR J. Stewart | |||||||
| 09:30 - 09:35 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR B. Cox | |||||||
| 09:35 - 09:40 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Parolai | |||||||
| 09:40 - 09:45 | PERSPECTIVES ON SITE RESPONSE ANALYSES AND THE USE OF HVSR S. Castellaro | |||||||
| 09:45 - 10:15 | DISCUSSION | |||||||
| BROWN 2 | ||||||||
| CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
| 09:00 - 09:14 | SEISMIC ASSESSMENT AND ANALYTICAL EVALUATION OF THE INTERNAL FORCES DISTRIBUTION IN INFILLED-FRAMES M. Di Benedetto, F. Di Trapani, M. Petracca, G. Camata | |||||||
| 09:14 - 09:28 | ENHANCING EARTHQUAKE PERFORMANCE OF MASONRY INFILLED REINFORCED CONCRETE FRAMES BY WALL TIE ANCHORS D. Penava, L. Abrahamczyk, F. Anic, T. Doksanovic, C. Piesker, M. Roik | |||||||
| 09:28 - 09:42 | FEA OF THE IN-PLANE BEHAVIOUR OF REINFORCED CONCRETE SANDWICH PANELS WITH AN EXPANDED POLYSTYRENE CORE H.K. Kassa, P. Haldar, A. Ahmad | |||||||
| 09:42 - 09:56 | CAN MECHANICS-BASED SIMPLE MASONRY CONSTITUTIVE MODELS HELP SIMULATE INFILLED RC FRAMES' RESPONSE? M.A. Sheikh, M. Kumar, R. Ghosh | |||||||
| 09:56 - 10:10 | INFLUENCE OF BOUNDARY CONDITIONS ON THE EXPERIMENTAL SEISMIC RESPONSE OF EXISTING MASONRY INFILLS M. Kurukulasuriya, R. Milanesi, G. Magenes, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| AMBER 1 | ||||||||
| GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:11 | STUDY OF DIRECTIONALITY IN GROUND MOTIONS RECORDED ON SOFT SOILS H. Davalos, F. Trejo, E. Miranda | |||||||
| 09:11 - 09:21 | ON THE APPLICATION OF NEURAL NETWORKS TO GROUND MOTION INTENSITY AND CORRELATION MODELLING G. O Reilly, S. Aristeidou, D. Shahnazaryan | |||||||
| 09:21 - 09:35 | UTILIZATION OF THE CONDITIONAL MEAN SPECTRUM IN RISK AND BUILDING CODE ASSESSMENTS J. Baker | |||||||
| 09:35 - 09:45 | CORRELATION MODELS FOR SPECTRAL ACCELERATION AND DURATION WITH FILTERED INCREMENTAL VELOCITY S. Aristeidou, D. Shahnazaryan, G. O Reilly | |||||||
| 09:45 - 09:55 | EFFECT OF GROUND MOTION PULSES ON THE SEISMIC COLLAPSE OF STEEL MOMENT FRAMES M. Liapopoulou, P. Stafford, A. Elghazouli | |||||||
| 09:55 - 10:05 | INFLUENCE OF GROUND MOTION DURATION ON COLLAPSE RISK: SPECTRAL SHAPE-AMPLITUDE SCALING JOINT EFFECTS D. Montemayor, H. Dávalos, E. Miranda | |||||||
| 10:05 - 10:15 | ESTIMATION OF BEDROCK EARTHQUAKE MOTION BASED ON NONLINEAR TIME HISTORY ANALYSIS K. Sakai | |||||||
| AMBER 2 | ||||||||
| RES3 - CONFINED MASONRY CONSTRUCTION FOR ENHANCED SEISMIC RESILIENCE OF HOUSING AND INFRASTRUCTURE | Convenors: S. Brzev, T. Hart | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | A PROPOSAL FOR SEISMIC ANALYSIS AND DESIGN OF CONFINED MASONRY WALLS B. Borah, H.B. Kaushik, V. Singhal | |||||||
| 09:15 - 09:25 | CONSTRUCTING CONFINED MASONRY IN COUNTRIES WITHOUT BUILDING CODES L.M. Putri, T. Hart | |||||||
| 09:25 - 09:35 | DEVELOPMENT OF INDIAN SEISMIC DESIGN AND CONSTRUCTION CODE ON CONFINED MASONRY V. Singhal, D.C. Rai, S. Brzev | |||||||
| 09:35 - 09:45 | CONSIDERATIONS TO RETROFIT AND DESIGN CONFINED MASONRY SCHOOL BUILDINGS A. Parammal Vatteri, A. Di Vito, D. D Ayala | |||||||
| 09:45 - 09:55 | RETROFIT OF EXISTING CONFINED MASONRY STRUCTURES, CASE STUDY: SCHOOL BUILDING IN CIMAHI, INDONESIA D. Kusumastuti, E. Lim, M. Suarjana | |||||||
| 09:55 - 10:05 | EVALUATION OF INDONESIAN CONFINED MASONRY WALLS DATABASE USING PUSHOVER ANALYSIS E. Lim, D. Delima, D. Kusumastuti, M. Suarjana, I. Krismayanti | |||||||
| 10:05 - 10:15 | OUT-OF-PLANE EARTHQUAKE DESIGN OF CONFINED MASONRY WALLS J.J. Perez-Gavilan, Y. Fragoso | |||||||
| AMBER 3 | ||||||||
| EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:10 | NEXT CHALLENGES OF GEOTECHNICAL LARGE-SCALE SHAKING TABLE TESTS FOR REGIONAL DISASTER MITIGATION Y. Kawamata, K. Tabata | |||||||
| 09:10 - 09:19 | LARGE-SCALE TESTING FOR SEISMIC DAMAGE AND FUNCTIONAL DISORDER ASSESSMENT OF HOSPITAL SYSTEM M. Kurata, Y. Kawamata, M. Akazawa, I. Kanao, S. Ohtsuru, S. Matsuo, K. Fujita, K. Cho, K. Kojima, S. Aida, T. Tsutsumi, K. Saburi | |||||||
| 09:19 - 09:28 | COLLAPSE BEHAVIOR OF A FULL-SCALE COMPOSITE STEEL MOMENT RESISTING FRAME UNDER CYCLIC LOADING H. El Jisr, D. Lignos | |||||||
| 09:28 - 09:37 | LARGE-SCALE FIELD TESTING OF INTERACTING SOIL-STRUCTURE SYSTEMS D. Pitilakis, A. Anastasiadis | |||||||
| 09:37 - 09:46 | THE 2019 E-DEFENSE SHAKE-TABLE TEST OF A LARGE-SCALE 3-STORY DISASTER MANAGEMENT CENTER K. Kusunoki, T. Yeow, T. Seike, S. Yagi, A. Teramoto, I. Nakamura, Y. Hibino, S. Fukai | |||||||
| 09:46 - 09:55 | TESTING ADVANCEMENT FROM ISOLATED TO SUBASSEMBLAGE STEEL COLUMNS UNDER AXIAL AND LATERAL LOADINGS C.C. Chou, Y.C. Lai, H.C. Xiong, T.H. Lin, A. Kumar, C.M. Uang, G. Mosqueda, G. Ozkula, S. El-Tawil, J.P. McCormick | |||||||
| 09:55 - 10:04 | A NEW SENSING-ALERT CURTAIN WALL SYSTEM VERIFIED IN THE SEISMIC RESPONSES OF A 10-STORY BUILDING K. Takaya, R. Suzuki, T. Nagae, T. Asai, J. Fujiwara, A. Kishida, R. Nishi, K. Kajiwara, Y. Kanzaki | |||||||
| 10:04 - 10:15 | DISCUSSION | |||||||
| AMBER 4 | ||||||||
| RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
| 09:00 - 09:10 | ASSESSMENT OF COMMUNITY RESPONSE TO AN EARTHQUAKE VIA ACCESSIBILITY TO URBAN FUNCTIONS D. Koren, K. Rus | |||||||
| 09:10 - 09:20 | A MESOECONOMIC RESILIENCE FRAMEWORK FOR REGIONAL SEISMIC ASSESSMENT STUDIES D. Tsarpalis, E. Karaferi, D. Vamvatsikos, M. Kohrangi, J. Zeppos | |||||||
| 09:20 - 09:30 | FEMA P-58 RESILIENCE ANALYSIS OF BUILDING PORTFOLIOS CONSIDERING GROUND MOTION CORRELATIONS J.W. Baker, C. Haselton, E. Almeter, D. Cook | |||||||
| 09:30 - 09:40 | DESIGN OF A HYBRID GROUND MOTION INDEX AND CAT-IN-A-GRID PARAMETRIC EARTHQUAKE TRIGGER FOR MOROCCO R. Guidotti, G. Franco, M. Schmid, Y. Li, M. Peyman, X. Martin, E. Ghorbani, V. Tsertsvadze, O. Polat, A. Juan | |||||||
| 09:40 - 09:50 | NEXT-GENERATION GEOLOGIC HAZARD EVENT SCENARIOS TO SUPPORT DECISION-MAKING FOR COMMUNITY RESILIENCE J. Rodgers, N. Campbell, H. Stenner, S.A. Sarpy, A. Chakos, D. Espinal, U. Ojha, J. Jomo, J. Baker, L. Tang, R. Tlau, Y. Lotay, H. Kumar, V. Cedillos, J. Young, H. Yepes, R. Laberenne, N. Sharma | |||||||
| 09:50 - 10:00 | HEURISTIC-BASED SEQUENTIAL DECISION-MAKING ON POST-SHOCK EMERGENCY RESPONSE OF MODERN ROAD NETWORKS L. Sun, S. Yang, X. Liu | |||||||
| 10:00 - 10:10 | SEISMIC VULNERABILITY, DAMAGE SCENARIOS, AND INACCESSIBLE AREAS IN THE HISTORIC CENTRE OF COIMBRA T.M. Ferreira, A.K. Silverio, A. Prabhakaran, M. Leon | |||||||
| 10:10 - 10:20 | ASSESSING POST-DISASTER RECOVERY USING SENTIMENT AND TOPIC ANALYSIS ON SOCIAL MEDIA POSTS: L'AQUILA, ITALY D. Contreras, G. Forino, C. Pezzica, F. Liberatore, S. Wilkinson, E. Veliu | |||||||
| AMBER 5 | ||||||||
| SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | A HEURISTIC MODEL FOR ITALIAN BUILDINGS DRIVEN BY A GENERALIZATION OF DAMAGE DISTRIBUTION FUNCTIONS C. Del Gaudio, G.M. Verderame | |||||||
| 09:15 - 09:27 | A MULTI-HAZARD MODEL FOR THE CITY OF LISBON, PORTUGAL G. Mascheri, N. Chieffo, C. Arrighi, C. Del Gaudio, S. Li, P. Lourenço | |||||||
| 09:27 - 09:39 | TRANS-REGIONAL SEISMIC VULNERABILITY MODELS FOR THE HINDU-KUSH-HIMALAYA: TALES AND TRAITS D. Gautam, R. Rupakhety | |||||||
| 09:39 - 09:51 | CAN RECONNAISANCE MISSIONS PRODUCE RELIABLE FRAGILITY CURVES?: DATA FROM 2011 JAPAN EARTHQUAKE I. Ioannou, S. Bertelli, S. Ohno, A. Shibayama, A. Suppasri, T. Rossetto | |||||||
| 09:51 - 10:03 | DERIVATION OF FRAGILITY MODELS FOR URM BUILDINGS USING DAMAGE DATA FROM THE 2012 EMILIA EARTHQUAKES C. Monteferrante, G. Salamida, N. Buratti | |||||||
| 10:03 - 10:15 | TYPOLOGICAL SEISMIC RISK MAPS BASED ON MASONRY BUILDINGS DAMAGED AFTER L'AQUILA 2009 EARTHQUAKE M. Tatangelo, L. Audisio, M. D Amato, R. Gigliotti | |||||||
| AMBER 6 | ||||||||
| ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | OBSERVATIONAL SEISMIC FRAGILITY OF MASONRY BUILDING AGGREGATES A. Rosti, M. Rota, A. Penna | |||||||
| 09:15 - 09:25 | DEVELOPMENT OF FRAGILITY CURVES OF MASONRY BUILDINGS BUILD IN A REGULAR ROW AGGREGATE M. Demsic, S. Pinasco, A. Pilipovic, S. Cattari, S. Lagomarsino, M. Savor Novak, M. Uros | |||||||
| 09:25 - 09:35 | EFFECT OF THE INTERACTION AMONG ADJACENT STRUCTURAL UNITS IN AGGREGATES SUBJECTED TO SEISMIC ACTIONS C. Salvatori, G. Guerrini, F. Graziotti, A. Penna | |||||||
| 09:35 - 09:45 | REFINED MODELLING AND ANALYSIS OF BUILDING AGGREGATES FOR THE ASSESSMENT OF SEISMIC RESPONSE S. Villar, F. Di Trapani, M. Di Benedetto, M. Petracca, G. Camata | |||||||
| 09:45 - 09:55 | STRUCTURAL ASSESSMENT OF MASONRY AGGREGATES: A METHODOLOGICAL APPROACH M. Acito, M. Buzzetti, G. Milani | |||||||
| 09:55 - 10:05 | MODELLING OF INTERACTIONS BETWEEN ADJACENT HISTORICAL BUILDINGS BUILT IN DIFFERENT PHASES M. Ponte, G. Guerrini, A. Penna, R. Bento | |||||||
| 10:05 - 10:15 | DISCUSSION | |||||||
| AMBER 7 | ||||||||
| BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone | ||||||||
| 09:00 - 09:06 | INTRODUCTORY TALK – ANSFISA AND THE SAFETY OF THE ITALIAN “GROUND” TRANSPORTATION NETWORK Convenors, Chairperson | |||||||
| 09:06 - 09:19 | INVITED PRESENTATION – UIC STRATEGY FOR THE SEISMIC HAZARD MITIGATION F. Iacobini, Chairman of the Subsystem Infrastructure of UIC Rail System Forum | |||||||
| 09:19 - 09:26 | A FRAMEWORK FOR TREATMENT OF UNCERTAINTY IN SEISMIC DESIGN OF BRIDGES AND ITS APPLICATION EXAMPLES K. Kawarai, M. Ohsumi | |||||||
| 09:26 - 09:33 | BEHAVIOUR OF RAILWAY EMBANKMENT UNDER SEISMIC EXCITATIONS T. Suyal, B.K. Maheshwari | |||||||
| 09:33 - 09:40 | SEISMIC RISK MANAGEMENT OF THE ITALIAN RAILWAY INFRASTRUCTURE: CURRENT PRACTICE AND FUTURE TRENDS F. Iacobini, A. Vecchi, A. Mauro, G. Sorrentino, G. Polimanti, A. Caruso | |||||||
| 09:40 - 09:47 | SEISMIC RISK AND RELIABILITY OF EXISTING BRIDGES F. Biondini, G. Baltzopoulos, D. Cardone, A. Dall Asta, P. Franchin, G. Magliulo, A. Pavese, I. Iervolino | |||||||
| 09:47 - 09:54 | SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BRIDGES B. Belletti, P. Iacovazzo, A. Miano, A. Safabakhsh, S. Ravasini, A. Mele, P. Bernardi, E. Michelini, M. Di Ludovico, A. Prota | |||||||
| 09:54 - 10:01 | A METHODOLOGY FOR THE PRELIMINARY SEISMIC ASSESSMENT OF ROAD BRIDGES WITHIN THE ITALIAN GUIDELINES G. Quinci, M. Moretti, L. Marta, F. Paolacci, G. De Felice | |||||||
| 10:01 - 10:08 | A QUANTITATIVE RISK-BASED METHOD FOR PRIORITY ASSESSMENT OF BRIDGES TO SEISMIC AND TRAFFIC HAZARDS S. Hamidpour, N. Scattarreggia, R. Nascimbene, R. Monteiro | |||||||
| 10:08 - 10:15 | ANALYSIS OF ROAD NETWORKS RESILIENCE IN SIMULATED SCENARIOS OF SEISMIC EVENTS F. Deflorio, A. Carboni, E. Renzi, G. Palermo, F. Di Nucci, S. Zampino | |||||||
| AMBER 8 | ||||||||
| GEO1 - RECENT ADVANCES IN THE SEISMIC DESIGN, RISK ASSESSMENT AND MANAGEMENT OF TUNNELS AND UNDERGROUND INFRASTRUCTURES | Convenors: K. Pitilakis, H.-T. Yu, R. Wang | ||||||||
| 09:00 - 09:10 | THE IMPACT OF TUNNEL-BUILDING CONFIGURATIONS ON THE SEISMIC RESPONSE OF UNDERGROUND STRUCTURES Y.I. Basarah, O. Numanoglu, Y.M.A. Hashash | |||||||
| 09:10 - 09:20 | PROBABILISTIC SEISMIC RESILIENCE ASSESSMENT OF UNDERGROUND STRUCTURE IN SOFT SOILS Z. Huang | |||||||
| 09:20 - 09:30 | THE IMPACT OF TALL BUILDINGS ON SEISMIC EARTH PRESSURES ACTING ON BASEMENT WALLS. F. Pinto, S. Dashti, C. Ledezma, J. Abell | |||||||
| 09:30 - 09:40 | SHAKING TABLE TEST ON A SEGMENTAL TUNNEL CROSSING SOIL-ROCK INTERFACE UNDER TRANSVERSE EXCITATION Y. Yuan, S. Li, H. Yu | |||||||
| 09:40 - 09:50 | SEISMIC RESPONSE CHARACTERISTICS OF TUNNELS SUBJECTED TO NEAR-FAULT PULSE-LIKE GROUND MOTIONS J. Zhu, X. Li, J. Liang, S. Chen, Q. Dong | |||||||
| 09:50 - 10:00 | DAMAGE MODEL FOR RISK ASSESSMENT AND RESILIENCE ANALYSIS OF UNDERGROUND STRUCTURES G. Andreotti | |||||||
| 10:00 - 10:10 | CHARACTERISTICS OF SOIL SPRING PERPENDICULAR TO PIPE AXIS BY PULL-OUT TESTS OF BURIED PIPE Y. Kuwata, T. Ogata, H. Omuro, N. Hasegawa | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| SUITE 6 | ||||||||
| NSE2 - NONSTRUCTURAL COMPONENT PERFORMANCE AND FUNCTIONAL RECOVERY | Convenors: D. Cook, S. Sattar | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | IMPROVEMENT OF PERFORMANCE OF NONSTRUCTURAL COMPONENTS TO MAINTAIN OR RECOVER BUILDING FUNCTIONALITY E. Miranda | |||||||
| 09:15 - 09:27 | ENGINEERING TOOL FOR DESIGN OF FLOOR-ANCHORED NONSTRUCTURAL COMPONENT ATTACHMENTS T. Feinstein, J. Moehle | |||||||
| 09:27 - 09:39 | CHARACTERIZING DYNAMIC PROPERTIES OF FLOOR-MOUNTED NONSTRUCTURAL COMPONENTS AND SYSTEMS IN HOSPITALS L. Lin, T. Hutchinson | |||||||
| 09:39 - 09:51 | EXPERIMENTAL EVALUATION OF DETAILS FOR SEISMIC RESILIENT FACADES AND INTERIOR PARTITION WALLS K. Ryan, W. Roser, Y. Ji, S.L. Wynn, T. Hutchinson, C. Melcher, B. Taylor, F. Sesma, R. Madeley, R. Belvin, L. Erkens, G. Nickel | |||||||
| 09:51 - 10:03 | SEISMIC PERFORMANCE OF ‘ROCKING’ DUAL SLOT TRACK PARTITION WALLS UNDER CYCLIC DRIFTS DEMANDS J. Bhatta, R. Dhakal, T. Sullivan | |||||||
| 10:03 - 10:15 | A GLOBAL DATABASE OF VULNERABILITY FUNCTIONS FOR STRUCTURAL/NON-STRUCTURAL COMPONENTS AND CONTENTS L. Martins, V. Silva, D. Rodriguez, S. Ramos | |||||||
| SUITE 7 | ||||||||
| CMS8 - RECENT RESEARCH ON COLUMN BASE CONNECTIONS AND THEIR IMPLICATIONS ON SEISMIC DESIGN | Convenors: F. Zareian, D. Lignos, A. Kanvinde | ||||||||
| 09:00 - 09:10 | WEAK-BASE/STRONG-COLUMN DESIGN CONCEPT UTILIZING DISSIPATIVE EMBEDDED COLUMN BASE CONNECTIONS H. Inamasu, D. Lignos | |||||||
| 09:10 - 09:20 | FLEXIBLE BASE COLUMN CONNECTIONS FOR STEEL STRUCTURES R. Herrera, B. Mendoza, R. Lopez | |||||||
| 09:20 - 09:30 | ASSESSMENT OF THE SEISMIC RESPONSE OF STIFFENED COLUMN BASES WITH MULTI-ROW DISTRIBUTED ANCHOR RODS N. Behboud, A. Rezaeian, F. Zareian | |||||||
| 09:30 - 09:40 | REPAIR-DECISION MAKING OF DISSIPATIVE EXPOSED COLUMN-BASE CONNECTION IN STEEL MOMENT-RESISTING FRAME B. Song, A. Hassan, A. Kanvinde, C. Galasso | |||||||
| 09:40 - 09:50 | ROTATIONALLY COMPLIANT COLUMN BASEPLATES TO IMPROVE THE SEISMIC RESPONSE OF A 3-STORY STEEL BUILDING M. Morano, J. Liu, E. Williamson, T. Hutchinson, C.P. Pantelides, R. Piccinin, J. Silva | |||||||
| 09:50 - 10:00 | SEISMIC REPAIR BY RETIGHTENING ANCHOR BOLTS FOCUSING ON SAFETY VERIFICATION AGAINST AFTERSHOCKS S. Nakada, W. Ramos, T. Sato | |||||||
| 10:00 - 10:10 | THE NEW AISC STEEL DESIGN GUIDE 1 (3RD EDITION) ON COLUMN BASE CONNECTIONS A. Kanvinde, M. Maamouri, J. Buckholt | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| SUITE 8 | ||||||||
| ASR14 - SEISMIC RESILIENCE OF AGING COMMUNITIES | Convenor: G. Faraone | ||||||||
| 09:00 - 09:09 | ADDRESSING THE CHALLENGES OF CORRODED REINFORCED CONCRETE STRUCTURES WITH ENAHNCED ANALYTICAL MODELS Y. Li, S. Abtahi, J. Liu | |||||||
| 09:09 - 09:18 | RAPID POST-EARTHQUAKE DAMAGE ASSESSMENT OF AGEING BRIDGES USING ACCELERATION DATA M.M. Kashani, N.A. Alexander, X. Ge | |||||||
| 09:18 - 09:27 | AN APPROXIMATE METHOD TO ASSESS THE SEISMIC VULNERABILITY OF RC AGING BUILDINGS E. Apostolidi, S. Dritsos, A. Lampropoulos, O. Tsioulou, D. Waldmann-Diederich | |||||||
| 09:27 - 09:36 | COLLAPSE RISK OF TALL NON-DUCTILE REINFORCED CONCRETE SHEAR WALL BUILDINGS P. Kakoty, C. Molina Hutt, K. Elwood | |||||||
| 09:36 - 09:45 | SEISMIC VULNERABILITY OF A 1950S-1960S REPRESENTATIVE SOCIAL HOUSING TYPE IN SOUTHERN SPAIN B. Zapico Blanco, M. Quezada, E. Vázquez, A. Morales Ramirez, P. Pineda Palomo, D. Escolano Magrit | |||||||
| 09:45 - 09:54 | SCENARIOS AS TOOLS FOR SEISMIC RESILIENCE AND SUSTAINABILITY OF AGING BUILDINGS AND INFRASTRUCTURE J. Meneses, G. Faraone, R. Dowell | |||||||
| 09:54 - 10:03 | PROGRESSIVE COLLAPSE RISK MITIGATION: THE CASE OF THE CHAMPLAIN TOWERS CONDO COLLAPSE IN SURFSIDE C. Pellecchia, A. Cardoni, G.P. Cimellaro, A.A. Khalil | |||||||
| 10:03 - 10:12 | SEISMIC VULNERABILITY PRELIMINARY ASSESSMENT OF SOUTHERN SPAIN SOCIAL HOUSING FROM 1965 TO 1975 B. Zapico Blanco, P. Pineda Palomo, S. Dianez Santos, L.M. Giraldez Segura, C. Baena Arrabal, M. Vázquez Boza | |||||||
| 10:12 - 10:21 | MULTI-LEVEL SEISMIC RISK ASSESSMENT TOOLS FOR AGEING BUILDINGS IN CANADA R. Fathi-Fazl, F. Fazileh, Z. Cai | |||||||
| SUITE 9 | ||||||||
| EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
| 09:00 - 09:02 | INTRODUCTION | |||||||
| 09:02 - 09:11 | EFFECTIVE SITE COEFFICIENTS FOR THE 2024 INTERNATIONAL BUILDING CODE (IBC) S. Rezaeian, N. Luco, A.J. Makdisi, H. Mason | |||||||
| 09:11 - 09:20 | A FRAMEWORK FOR INCORPORATING FATALITY RISK IN SEISMIC ASSESSMENT METHODOLOGY IN NEW ZEALAND F. Zaidi, K. Elwood, A. Hulsey | |||||||
| 09:20 - 09:29 | GROUND MOTION DIRECTIONALITY AND BIDIRECTIONAL RESPONSE IN SEISMIC BRIDGE DESIGN A. Palma Parra, M. Kowalsky | |||||||
| 09:29 - 09:38 | A MULTI-OBJECTIVE APPROACH TOWARDS SEISMIC DESIGN OF NEXT-GENERATION CONCRETE STRUCTURES E. Opabola | |||||||
| 09:38 - 09:47 | ASSESSMENT OF ALTERNATIVE SEISMIC DESIGN PROVISIONS FOR DIAPHRAGMS PER ASCE/SEI 7-22 C.F. Mayorga, G. Tsampras | |||||||
| 09:47 - 09:56 | TWO-DEGREE-OF-FREEDOM SURROGATE MODEL FOR PERFORMANCE-BASED SEISMIC DESIGN A. Horta Alvares da Silva, B. Stojadinovic | |||||||
| 09:56 - 10:05 | CRITICAL REVIEW OF THE CAPACITY DESIGN PROCEDURES OF REINFORCED CONCRETE FRAMES F. Crisafulli, G. Torrisi, E. Quiroga | |||||||
| 10:05 - 10:15 | DISCUSSION | |||||||
