MONDAY | 14:30 - 15:45
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MONDAY | 14:30 - 15:45 |
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| SPACE 1 | ||||||||
| SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 14:30 - 14:55 | NONLINEAR MODELING OF CONCRETE WALL BUILDINGS FOR DESIGN AND EVALUATION L. Lowes, D. Lehman, I. Kim | |||||||
| 14:55 - 15:05 | RECOGNISING THE PRACTICAL LIMITS OF NON-LINEAR ANALYSIS D. Pettinga, M. Kretschmar | |||||||
| 15:05 - 15:15 | SEISMIC ASSESSMENT OF RC BUILDINGS USING LINEAR ANALYSIS METHODS: AN OVERLY CONSERVATIVE PRACTICE F. Bianchi, M. Guidotti, R. Pinho, R. Nascimbene | |||||||
| 15:15 - 15:25 | PERFORMANCE-BASED SEISMIC DESIGN OF AN OFFICE TOWER IN THE PHILIPPINES A. Soligon | |||||||
| 15:25 - 15:35 | NUMERICAL MODELING OF THE NONLINEAR RESPONSE RECORDED FROM AN INSTRUMENTED BUILDING IN MEXICO K. Pérez Liévana, D. Murià Vila | |||||||
| 15:35 - 15:45 | SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS USING LINEAR AND NONLINEAR ANALYSES D. Arcuri, V. Mpampatsikos, L. Petrini | |||||||
| SPACE 3 | ||||||||
| 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 | ||||||||
| 14:30 - 14:41 | RISK ANALYSIS OF RC BUILDINGS EQUIPPED WITH HYSTERETIC DAMPERS DESIGNED BY THE ITALIAN SEISMIC CODE E. Bruschi, V. Quaglini | |||||||
| 14:41 - 14:52 | A DAMPER SYSTEM WITH LARGE DEFORMATION CAPACITY AND CENTRALIZED STRUCTURAL DESIGN USING IT K. Watai, T. Sone, M. Yamamoto, T. Maeda, N. Uozumi, Y. Serizawa, K. Saburi, N. Yanagisawa | |||||||
| 14:52 - 15:03 | DESIGN AND EXPERIMENTAL CHARACTERIZATION OF PRESTRESSED LEAD DAMPERS V. Quaglini, C. Pettorruso, E. Bruschi, L. Zoccolini | |||||||
| 15:03 - 15:14 | DAMPING REDUCTION FACTORS FOR ADJACENT BUILDINGS CONNECTED BY VISCOELASTIC DAMPERS M. Palermo, M. Marra, S. Silvestri, E. Ghini | |||||||
| 15:14 - 15:25 | SEISMIC RESPONSE MODELS FOR STEEL MOMENT-RESISTING FRAMES EQUIPPED WITH FLUID VISCOUS DAMPERS B. Chalarca, A. Filiatrault, D. Perrone | |||||||
| 15:25 - 15:35 | EXPERIMENTAL STUDY ON THE IMPACT OF AN ELASTIC SPINE IN A STRUCTURE WITH INERTER-BASED DEVICES S. Abolghasemi, A. Sarkar, C. Manson, N. Wierschem, M. Denavit | |||||||
| 15:35 - 15:45 | LARGE OWN-MASS DAMPING SYSTEM FOR EFFICIENT TALL BUILDING DESIGN M. Martinez-Paneda, A. Y. Elghazouli | |||||||
| BROWN 1 | ||||||||
| GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 14:30 - 14:45 | THE MARS VULNERABILITY METRIC AS A TOOL FOR DEFINING SITE-DEPENDENT TYPOLOGICAL FRAGILITY CURVES S. Lagomarsino | |||||||
| 14:45 - 15:00 | COMPUTATION OF DAMAGE SCENARIO WITH SP-BELA B. Borzi, M. Faravelli, A. Di Meo | |||||||
| 15:00 - 15:15 | SEISMIC FRAGILITY CURVES WITH UNCONVENTIONAL INTENSITY MEASURES FROM PHYSICS-BASED SIMULATIONS I.E. Monsalvo Franco, R. Paolucci, A. Penna, A. Rosti, M. Rota, C. Smerzini | |||||||
| 15:15 - 15:30 | NONLINEAR DYNAMIC ANALYSIS METHODS AND THEIR APPLICATION IN SEISMIC FRAGILITY ANALYSIS F. Jalayer, H. Ebrahimian | |||||||
| 15:30 - 15:45 | EVALUATION OF COMPUTATIONAL UPSCALING ON DSSI EFFECTS IN BUILDINGS WITH MULTIPLE BASEMENTS F. Zamorano, E. Saez, H. Segaline, J. Ubilla, B. LLanquilef | |||||||
| BROWN 2 | ||||||||
| CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 14:30 - 14:45 | MASS TIMBER FRAMES WITH TIMBER BUCKLING RESTRAINED BRACES C. Pantelides, E. Williamson, E.-. Blomgren, D. Rammer | |||||||
| 14:45 - 15:00 | EVALUATION OF SYSTEM EFFECTS IN LIGHT FRAME TIMBER BUILDINGS THROUGH A SHAKE TABLE TEST D. Valdivieso, D. Quizanga, J.L. Almazan, D. Lopez-Garcia, P. Guindos, A. Liel | |||||||
| 15:00 - 15:15 | STUDY ON SEISMIC BEHAVIOR OF TIMBER STRUCTURES SUBJECTED TO REPEATED EARTHQUAKE MOTIONS Y. Yamazaki, K. Matsuda, H. Sakata | |||||||
| 15:15 - 15:30 | INNOVATIONS TO INCREASE WOOD SHEAR WALL DESIGN CAPACITY AND RESILIENCY M. Deigert, T. Reichenberg, K. Lowry, A. Shellooe, P. Laursen, J. Lawson | |||||||
| 15:30 - 15:45 | SEISMIC ANALYSIS OF TIMBER-CONCRETE COMPOSITE SINGLE SPAN BRIDGES WITH HYSTERETIC DAMPERS A. Ansalone, G. D Arenzo, W. Seim | |||||||
| AMBER 1 | ||||||||
| NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
| 14:30 - 14:40 | SEISMIC RELIABILITY OF ACCELERATION-SENSITIVE ANCILLARY ELEMENTS IN THE NEW GENERATION OF EUROCODES A. Kazantzi, N. Karaferis, V. Melissianos, D. Vamvatsikos | |||||||
| 14:40 - 14:50 | EFFECTS OF SPAN LENGTH AND BUILDING HEIGHT ON THE SEISMIC VERTICAL RESPONSE OF NSCS IN RC BUILDINGS S. Mazloom, R. Assi, C. Joseph | |||||||
| 14:50 - 15:00 | EVALUATION OF FLOOR ACCELERATION RESPONSE USING DATA OF FULL-SCALE SHAKING TABLE TESTS J. Kang, T. Nagae, K. Kajiwara | |||||||
| 15:00 - 15:10 | EFFECTS OF BUILDING TORSION ON SEISMIC DEMAND OF ACCELERATION-SENSITIVE NON-STRUCTURAL COMPONENTS A. Jain, M. Surana | |||||||
| 15:10 - 15:20 | PROCEDURES FOR THE PREDICTION OF FLOOR RESPONSE SPECTRA IN BASE ISOLATED BUILDINGS K. Haymes, T.J. Sullivan, R. Chandramohan, L. Wiebe | |||||||
| 15:20 - 15:30 | RESPONSE SPECTRUM METHOD FOR THE ESTIMATION OF PEAK VERTICAL FLOOR ACCELERATIONS A. Acosta, E. Miranda, G. Deierlein | |||||||
| 15:30 - 15:45 | DISCUSSION | |||||||
| AMBER 2 | ||||||||
| EVO9 - FUTURE DIRECTIONS OF SEISMIC CODES | Convenors: D. Grant, K. Beyer, K. Haymes | ||||||||
| 14:30 - 14:32 | INTRODUCTION | |||||||
| 14:32 - 14:41 | FUTURE DIRECTIONS IN EUROCODE 8: 3RD GENERATION AND BEYOND D.N. Grant, K. Beyer, H. Degee, M. Follesa, M. Fox, M. Fragiacomo, S. Lu, M. Di Ludovico, T. Sullivan, G. Weatherill, W.Y. Kam | |||||||
| 14:41 - 14:50 | HUNDRED-YEAR HISTORY OF SEISMIC CODE IN JAPAN AND ITS FUTURE DEVELOPMENT Y. Ishiyama, H. Kato, R. Okamoto, T. Narafu, S. Kita, S. Mstsuzaki, S. Ikeda, J. Sakuma, T. Azuhata, K. Nishino | |||||||
| 14:50 - 14:59 | NAVIGATING SEISMIC HAZARD UPDATES AND PERFORMANCE TARGET CHANGES IN THE U.S. J. Hooper | |||||||
| 14:59 - 15:08 | CONTROLLING RISK IN THE DEVELOPMENT OF FUTURE SEISMIC DESIGN STANDARDS T. Sullivan, K. Elwood, A. Hulsey | |||||||
| 15:08 - 15:17 | SEISMIC DESIGN AS PART OF A LARGER SCHEME P. Franchin | |||||||
| 15:17 - 15:26 | 30 YEARS OF DIRECT DISPLACEMENT-BASED DESIGN: WHERE WE STARTED, WHAT'S BEEN DONE, WHERE WE'RE GOING M. Kowalsky, A. Palma Parra | |||||||
| 15:26 - 15:35 | FORESEEING FUTURE DEVELOPMENTS FOR STRUCTURAL BUILDING CODES IN SEISMIC REGIONS A.A. Correia | |||||||
| 15:35 - 15:45 | DISCUSSION | |||||||
| AMBER 3 | ||||||||
| 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 | ||||||||
| 14:30 - 14:40 | BAYESIAN APPROACHES FOR DAMAGE IDENTIFICATION OF A HISTORIC MASONRY TOWER G. Bartoli, S. Monchetti, C. Viscardi, M. Betti, G. Zini | |||||||
| 14:40 - 14:50 | COMPETING MODELS FOR ROBUST MODEL-DRIVEN DAMAGE IDENTIFICATION OF CULTURAL HERITAGE TOWERS E. García Macías, I.A. Hernandez-Gonzalez, N. Cavalagli, F. Ubertini | |||||||
| 14:50 - 15:00 | ENHANCED DAMAGE DETECTION IN A TYPICAL HISTORIC MASONRY TOWER THROUGH STATISTICAL CONTROL CHARTS F. Testa, A. Barontini, P.B. Lourenço | |||||||
| 15:00 - 15:10 | LOW-COST VIBRATION MONITORING FOR ANOMALY DETECTION AND LOCALIZATION ON MASONRY TOWERS F. Bianconi, G. Standoli, M. Schiavoni, F. Clementi | |||||||
| 15:10 - 15:20 | EVALUATION OF THE ELASTIC MODULUS IN A HISTORICAL REINFORCED CONCRETE BELL TOWER G. Bartoli, M. Betti, A. Giachetti, F. Gusella, F. Marafini, S. Monchetti, G. Zini | |||||||
| 15:20 - 15:30 | DYNAMIC MONITORING OF THE PALAZZETTO DELLO SPORT BY PIER LUIGI NERVI J. Ciambella, G. Ranzi, F. Romeo | |||||||
| 15:30 - 15:40 | THE PASQUARELLA ARCH BRIDGE BY RICCARDO MORANDI: DYNAMIC CHARACTERIZATION AND STRUCTURAL MODELLING G. Angelucci, G. Galassi Sconocchia, F. Romeo, P. Tortolini | |||||||
| 15:40 - 15:50 | MODEL VERIFICATION AND CALIBRATION OF A LARGE ROOFING SYSTEM FOR SEISMIC SHM E. Lenticchia, G. Miraglia, R. Ceravolo | |||||||
| AMBER 4 | ||||||||
| REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
| 14:30 - 14:40 | THE ENDEMIC DISEASE AFFECTING THE BUILDING STOCK IN TURKEY: IS THERE NO REMEDY IN SIGHT? H.P. Gulkan, V.H. Akansel | |||||||
| 14:40 - 14:50 | 2023 TURKEY EARTHQUAKE: RAPID REPAIRABILITY ASSESSMENT AND BUILDING RECONSTRUCTION TO REDUCE IDP K. Miyamoto, M. Akdogan, S. Cast, K. Meguro, A. Gilani | |||||||
| 14:50 - 15:00 | A METHODOLOGY FOR ASSESSMENT OF URBAN SEISMIC RESILIENCE: TÜRKOGLU, KAHRAMANMARAS CASE STUDY M.F. Aydin, A. Altindan, A. Askan Gundogan, A. Kop, A. Celik, C. Erkmen, E. Pekkan, H. Uygucgil, H. Koska, K. Tekin, M. Senol Balaban, M. Tun, M.A. Erberik, M. Kockar, N. Kilic, S. Karimzadeh, S. Mutlu, V. Yildirim | |||||||
| 15:00 - 15:10 | ACCEPTING AND DOING THE OBVIOUS: SEISMIC DESIGN OF BUILDINGS FOR THE WELL-BEING OF THEIR OCCUPANTS A. Irfanoglu | |||||||
| 15:10 - 15:20 | PERFORMANCE OF REINFORCED CONCRETE FRAME BUILDINGS DURING THE FEBRUARY 6, 2023 EARTHQUAKES M. Saatcioglu, C. Sewell, H. Tischer, E. Insel | |||||||
| 15:20 - 15:30 | CORRELATION BETWEEN INTENSITY MEASURES AND DAMAGE CAUSED BY THE 2023 TURKEY EARTHQUAKES B. Abdo, M. Eryilmaz Yildirim, F.B. Köroglu, B. Ozturk, E. Sönmez, M. Speicher, S. Pujol | |||||||
| 15:30 - 15:40 | DAMAGE ASSESSMENT OF 2023 EARTHQUAKE BY VHR SATELLITE IMAGES IMPLEMENTING RESULTS OF SERAMAR PROJECT N. Hadidian M., J. Schwarz | |||||||
| 15:40 - 15:50 | ENHANCING POST-EARTHQUAKE RESPONSE: AUTOMATED IDENTIFICATION OF COLLAPSED BUILDINGS FROM UAV IMAGES M. Bayraktar, A. Aldemir, B. Guldur Erkal | |||||||
| AMBER 5 | ||||||||
| SHR4 - UNCERTAINTY QUANTIFICATION AND RELIABILITY METHODS FOR REGIONAL SEISMIC RISK ASSESSMENT | Convenors: M. Broccardo, Z. Wang, J. Song | ||||||||
| 14:30 - 14:40 | ASSESSING THE IMPACT OF UNCERTAINTIES IN SEISMIC RISK MODELS ON PORTFOLIO LOSS ESTIMATES A. Damiani, V. Poggi, C. Scaini, M. Kohrangi, P. Bazzurro | |||||||
| 14:40 - 14:50 | ON THE RELATIONSHIP BETWEEN EARTHQUAKE RISKS AT BUILDING AND PORTFOLIO LEVELS THROUGH RISK MEASURES L. Bodenmann, M. Broccardo, P. Galanis, B. Stojadinovic | |||||||
| 14:50 - 15:00 | BAYESIAN ANALYSIS TO ACCOUNT FOR PATH AND SITE EFFECTS IN SPATIAL GROUND MOTION CORRELATION MODELS L. Bodenmann, J. Baker, B. Stojadinovic | |||||||
| 15:00 - 15:10 | RAPID IMPACT SCENARIOS: RESULTS FROM DIFFERENT TEST SITES S. Parolai, B. Petrovic, V. Poggi, C. Scaini | |||||||
| 15:10 - 15:20 | APPROXIMATED MULTI-SITE PSHA BASED ON CONDITIONAL HAZARD P. Cito, E. Chioccarelli, I. Iervolino | |||||||
| 15:20 - 15:30 | IMPACT OF HAZARD UNCERTAINTY EVOLUTION ON ASSESSMENTS OF BUILDING FRAGILITIES AND SEISMIC RISK J. Lozano, I. Tien | |||||||
| 15:30 - 15:40 | STATISTICAL IMPUTATION OF MISSING BUILDING INVENTORY AND ITS IMPACT ON REGIONAL SEISMIC ASSESSMENT S. Yi, A. Zsarnoczay, A. Bangalore Satish, D. Giovanis, B. Cetiner, F. McKenna | |||||||
| 15:40 - 15:50 | RELATIVE CONTRIBUTIONS OF DIFFERENT SOURCES OF EPISTEMIC UNCERTAINTY ON SEISMIC HAZARD IN CALIFORNIA T. O Donnell, J. Stewart, K. Milner | |||||||
| AMBER 6 | ||||||||
| ASR5 - MASONRY RETROFITTING WITH ANCHORED SYSTEMS | Convenors: S. Cattaneo, V. Palieraki, A. Bonati | ||||||||
| 14:30 - 14:43 | STEEL ANCHORS TO MASONRY UNDER CYCLIC ACTIONS E. Vintzileou | |||||||
| 14:43 - 14:55 | FRICTION BASED DISSIPATIVE DEVICES FOR MASONRY ANCHORING SYSTEMS. D. D Ayala, V. Melatti | |||||||
| 14:55 - 15:05 | CYCLIC BEHAVIOR OF TWISTED STAINLESS-STEEL BAR FOR MASONRY RETROFITTING A. Bonati, S. Cattaneo, P. Crespi, M. Scamardo | |||||||
| 15:05 - 15:15 | EXPERIMENTAL BEHAVIOUR OF FASTENER STRENGTHENED FULL SCALE T-WALL UNDER OUT-OF-PLANE LOADING M. Scamardo, S. Cattaneo, P. Crespi | |||||||
| 15:15 - 15:25 | NUMERICAL INVESTIGATION OF THE STRUCTURAL ROLE OF CONNECTORS BETWEEN DRUMS IN ANCIENT COLUMNS V. Palieraki, M.R. Valluzzi, C. Arvanitis, M. Salvalaggio | |||||||
| 15:25 - 15:35 | CYCLIC IN-PLANE RESPONSE OF CRM-REINFORCED BRICK WALLS: EXPERIMENTAL AND NUMERICAL INVESTIGATIONS M. Orlando, L. Salvatori, C. Vienni | |||||||
| 15:35 - 15:45 | REINFORCED PLASTER AS MASONRY RETROFITTING: CYCLIC PERFORMANCES M. Scamardo, S. Cattaneo, P. Crespi, G. Weltz | |||||||
| AMBER 7 | ||||||||
| BCI3/1 - SEISMIC ANALYSIS AND STRENGTHENING OF MASONRY ARCH BRIDGES | Convenors: L. Sorrentino, D.V. Oliveira, P. Clemente, F. Rizzo, D. Foti, C. Sandoval | ||||||||
| 14:30 - 14:39 | EXPERIMENTAL TESTING AND NONLINEAR SEISMIC SIMULATION OF A RAILWAY MASONRY VIADUCT B. Panto, J. Ortega, D. Oliveira, S. Grosman, P. Lourenco, L. Macorini, B. Izzudin | |||||||
| 14:39 - 14:48 | SEISMIC RISK ASSESSMENT OF DAMAGED MASONRY BRIDGE BELONGING TO C. Beltrami, R. Salomone, F. Damiani, M. Capalbo, M. Vittone | |||||||
| 14:48 - 14:57 | DYNAMIC CHARACTERIZATION OF HISTORICAL BRIDGE BY MEANS OF EXPERIMENTAL AND NUMERICAL INVESTIGATIONS S. Mansour, M.F. Sabbà, A. La Scala, F. Rizzo, C.G. Coviello, N.I. Giannoccaro, D. Foti | |||||||
| 14:57 - 15:06 | SHAKE TABLE TESTS ON SMALL-SCALE SINGLE-SPAN MASONRY ARCH BRIDGE R. Avasthi, D.C. Rai | |||||||
| 15:06 - 15:15 | MULTI-LEVEL ANALYSIS OF MASONRY ARCH BRIDGES IN THE ITALIAN TRANSPORTATION NETWORK C.F. Manzini, P. Morandi, A. Famà, A.G. Özcebe, B. Borzi | |||||||
| 15:15 - 15:24 | SEISMIC EVALUATION AND MODELLING STRATEGIES FOR A MASONRY ARCH BRIDGES A. Gennaro, V. Pernechele, M. Salvalaggio, F. Lorenzoni, F. da Porto, C. Modena | |||||||
| 15:24 - 15:33 | NUMERICAL AND EXPERIMENTAL ANALYSIS OF COLLAPSE MECHANISMS IN A HISTORICAL MASONRY ARCH BRIDGE L. Garcia-Ramonda, S. Gonen, P. Roca, R. Chacon, G. Ferrandino, M. Petracca, G. Camata, L. Pelà | |||||||
| 15:33 - 15:45 | FRAGILITY CURVES OF STONE BRIDGES USING NONLINEAR DYNAMIC ANALYSIS WITH THE DISCRETE ELEMENT METHOD A. Mehrbod, F. Behnamfar, A. Aziminejad, H. Hashemol-hosseini | |||||||
| AMBER 8 | ||||||||
| GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 14:30 - 14:39 | A MACHINE LEARNING ANALYSIS OF LIQUEFACTION FACTORS USING THE NEXT GENERATION LIQUEFACTION DATABASE P. Zimmaro, K.S. Hudson, K. Ulmer, S.J. Brandenberg, J.P. Stewart, S.L. Kramer | |||||||
| 14:39 - 14:48 | ADDRESSING SOURCES OF UNCERTAINTY IN ESTIMATING LIQUEFACTION-INDUCED GROUND SETTLEMENT F.R. Olaya, J.D. Bray, N.A. Abrahamson | |||||||
| 14:48 - 14:57 | SIMPLIFIED ANALYSIS METHODS FOR BRIDGES UNDER DIFFERENT LEVELS OF LIQUEFACTION AND LATERAL SPREADING A. Ye, X. Wang | |||||||
| 14:57 - 15:06 | NEW LIQUEFACTION GUIDELINES IN THE SEISMIC MITIGATION PLAN FOR SCHOOLS, BRITISH COLUMBIA, CANADA P. Wilson, A. Silvester, J. Sherstobitoff, A. Wibowo, S. Torabian, C. Ventura | |||||||
| 15:06 - 15:15 | UTILIZING CPT DATABASES TO INFORM BETTER LIQUEFACTION EVALUATIONS K.M. Yost, R.A. Green, A. Yerro, E.R. Martin | |||||||
| 15:15 - 15:24 | NUMERICAL ANALYSIS OF BUILDINGS IN GOLBASI DURING THE 2023 TURKEY-SYRIA EARTHQUAKE T. Tobita, M. Kunisawa, T. Kiyota, S. Torisu, G. Tonuk, O. Cinicioglu, N. Milev, J. Contreras, O. Contreras, M. Shiga | |||||||
| 15:24 - 15:33 | QUANTIFYING THE INFLUENCE OF MICROSTRUCTURE ON LIQUEFACTION RESISTANCE IN AGED AND CEMENTED SANDS R. Andrus, K. Boland | |||||||
| 15:33 - 15:42 | NUMERICAL SIMULATIONS FOR LARGE-SCALE SHAKE TABLE TESTS OF LIQUEFACTION COUNTERMEASURE METHOD USING H. Sakai, A. Numata, H. Mori, Y. Ikeda | |||||||
| 15:42 - 15:45 | DISCUSSION | |||||||
| SUITE 6 | ||||||||
| RES5 - BUILDING FASTER: ADVANCES IN MODULAR CONSTRUCTION FOR HIGH SEISMIC REGIONS | Convenors: E. Fischer, A. Barbosa | ||||||||
| 14:30 - 14:45 | DEVELOPING A STEEL-TIMBER HYBRID ROCKING SHEAR WALL FOR THE NEXT GENERATION OF MASS TIMBER BUILDINGS A. Alsamouly, C. Loss | |||||||
| 14:45 - 15:00 | MODULAR TIMBER-HYBRID SEISMIC DESIGN PERFORMANCE: A STATE-OF-THE-ART REVIEW J. Branco, V. Barros, C. Aquino, M. Tenório | |||||||
| 15:00 - 15:15 | A USER INTERFACE FOR NUMERICAL ANALYSIS OF HIGH-RISE MASS TIMBER MODULAR BUILDINGS WITH OPENSEESPY J. Zambrano-Jaramillo, E. Fischer | |||||||
| 15:15 - 15:30 | MODULAR DECONSTRUCTION AND REUSE: A MASS TIMBER SHAKE-TABLE TEST BUILDING CASE STUDY S. Kontra, A. Barbosa, A. Sinha, S. Pei, P. Mishra, J. van de Lindt, S. Pryor | |||||||
| 15:30 - 15:45 | EVALUATING STRUCTURAL INSULATED PANELS FOR USE IN SEISMIC FORCE-RESISTING SYSTEMS P. Murray, S. Hamel | |||||||
| SUITE 7 | ||||||||
| CMS10 - BEHAVIOR AND DESIGN OF FLAT SLABS UNDER SEISMIC ACTIONS | Convenors: A. Ramos, D. Coronelli | ||||||||
| 14:30 - 14:38 | FLAT SLAB DESIGN AND EXPERIMENTAL RESPONSE D. Coronelli, L. Martinelli | |||||||
| 14:38 - 14:46 | INVESTIGATION OF THE SEISMIC RESPONSE OF SLAB-COLUMN CONNECTIONS IN WALLED BUILDINGS S.P. Pirzadeh, M.B. Hueste, A. Birely | |||||||
| 14:46 - 14:54 | LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS A. Ramos, D. Coronelli, C. Marchão, J. de Brito, J. Pacheco, L. Martinelli, M. Fernandez Ruiz, R. Vollum, R. Marreiros, D. Faria, F. Fiorillo, J. Halvonik, M. Lavagna | |||||||
| 14:54 - 15:02 | LESSONS FROM REVERSED HORIZONTAL CYCLIC LOADING TESTS OF SLAB COLUMN CONNECTIONS DONE AT NOVA FCT A. Ramos, B. Isufi, R. Marreiros, C. Marchão | |||||||
| 15:02 - 15:10 | NONLINEAR FINITE ELEMENT ANALYSIS OF SLAB-COLUMN CONNECTIONS UNDER SEISMIC EFFECTS M. Sanjay Chavan, M.D. Hueste | |||||||
| 15:10 - 15:18 | SEISMIC SHEAR TRANSFER IN SLAB TO WALL CONNECTIONS A. Genikomsou, S. Pantazopoulou | |||||||
| 15:18 - 15:26 | SEISMIC PERFORMANCE OF RC BUILDINGS WITH WIDE-BEAMS DURING 2019 ALBANIA AND 2023 TURKEY EARTHQUAKES M. Baballëku, B. Isufi, M. Marinkovic, C. Donmez, A. Pinho Ramos | |||||||
| 15:26 - 15:34 | ANALYTICAL STUDY ON PUNCHING SHEAR FAILURE OF RC FLAT SLAB STRUCTURE WITH STEEL COLUMN AND CAPITAL Y. Yamashita, R. Yoon, Y. Sanada | |||||||
| 15:34 - 15:42 | SLAB-COLUMN JOINT ROTATION CAPACITY AS A LOCAL DEFORMATION LIMIT IN DIRECT DISPLACEMENT-BASED DESIGN A. González-Fonseca, M. Deyanova, G. Camata, M. Petracca | |||||||
| 15:42 - 15:50 | PUNCHING SHEAR: BEHAVIOR, CODES, AND SEISMIC RETROFIT W. Widianto, O. Bayrak | |||||||
| SUITE 8 | ||||||||
| ASR2 - TIMBER BASED SEISMIC RETROFITTING SYSTEM FOR EXISTING STRUCTURES | Convenors: A. Aloisio, R. Tomasi | ||||||||
| 14:30 - 14:43 | A FINITE ELEMENT MODEL OF CLT PANEL AND FRICTION DAMPERS FOR SEISMIC UPGRADING OF RC STRUCTURES F. Barbagallo, E. Licciardello, E.M. Marino, L. Pozza, C. Mazzotti | |||||||
| 14:43 - 14:56 | AN INVESTIGATION ON NAILED TIMBER WALLS AS RETROFITTING MEASURE FOR SUBSTANDARD CONCRETE STRUCTURES A. Keser, A. Ceccotti, A. Ilki, H. Lus | |||||||
| 14:56 - 15:09 | USE OF TIMBER IN EARTHQUAKE RECONSTRUCTION IN CROATIA - CASE STUDIES V. Rajcic | |||||||
| 15:09 - 15:22 | SEISMIC RETROFIT OF SOFT FIRST-STORY BUILDINGS WITH POST-TENSIONED TIMBER FRAMES A. Iqbal, M. Elshamy | |||||||
| 15:22 - 15:35 | MULTIDIRECTIONAL CYCLIC TESTING OF A STEEL-PLATE REPAIRED SC-CLT SHEAR WALL SYSTEM A. Amer, R. Sause, J. Ricles | |||||||
| 15:35 - 15:48 | MECHANICAL PROPERTIES OF POST-INSTALLED WOODEN GRID WALLS BASED ON FULL-SCALE TESTS. R. Emori, Y. Matsumoto, E. Chino, X. Chen, N. Takiyama | |||||||
| SUITE 9 | ||||||||
| SHR3 - MANAGING EARTHQUAKE RISK THROUGH MULTI-LATERAL PARTNERSHIPS | Convenors: J.F. Schneider, G. Trendafiloski | ||||||||
| 14:30 - 14:33 | INTRODUCTION | |||||||
| 14:33 - 14:39 | DELIVERING IF CANADA EQ MODEL TO THE INSURANCE MARKET THROUGH UNIQUE MULTI-LATERAL COLLABORATION P. Pazak, T. Hobbs, M. Journeay, V. Silva, D. Gopinathan | |||||||
| 14:39 - 14:45 | THE SURA REGIONAL RESILIENCE METHODOLOGY V. Gonzalez, J.D. Rendon, E. Cardona | |||||||
| 14:45 - 14:51 | A COLLABORATIVE APPROACH FOR DEVELOPMENT OF PROPRIETARY EARTHQUAKE RISK-MODELS M. Ewald, J. Schneider | |||||||
| 14:51 - 14:57 | INCREASING EARTHQUAKE RESILIENCE IN ALMADA, PORTUGAL, THROUGH PUBLIC PARTNERSHIPS F. Ribeiro, M.L. Sousa, D.S. Silva, A. Carvalho, M. Vicente, A.A. Correia | |||||||
| 14:57 - 15:03 | SEISMIC RISK ASSESSMENT OF CRITICAL INFRASTRUCTURE THROUGH PUBLIC-PRIVATE PARTNERSHIPS IN AUSTRALIA M. Edwards, M. Rahman | |||||||
| 15:03 - 15:09 | THE SOCIETY ENGAGEMENT AIMING AT A BETTER SEISMIC RESILIENCE C. Pinto, M. Amaral Ferreira, P. Pacheco, C. Pousada, C. Ferreira, M. Inacio | |||||||
| 15:09 - 15:15 | IS GEM (GLOBAL EARTHQUAKE MODEL) MAKING A DIFFERENCE? J. Schneider | |||||||
| 15:15 - 15:45 | DISCUSSION | |||||||
