WEDNESDAY | 9:00 - 10:15
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WEDNESDAY | 9:00 - 10:15 |
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| SPACE 1 | ||||||||
| SDM12 - RELIABLE AND EFFICIENT MODELS FOR NONLINEAR SEISMIC ANALYSES OF RC STRUCTURES | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
| 09:00 - 09:10 | A MODELING APPROACH FOR RC PLANE FRAMES WITH DEFORMABLE BEAM-COLUMN JOINTS M.G. Mulas, L. Candido, F. Camposeo | |||||||
| 09:10 - 09:20 | A NOVEL FINITE ELEMENT MODEL FOR RC STRUCTURAL WALLS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
| 09:20 - 09:30 | APPLICATION OF A SIMPLIFIED MODEL FOR LARGE-SCALE RISK ASSESSMENT OF RC-MRF BUILDINGS W. Shao, F. De Luca, R. De Risi, V. Blasone, E. Spacone | |||||||
| 09:30 - 09:40 | BAYESIAN FINITE ELEMENT UPDATING OF REINFORCED CONCRETE WALLS L. Sun, E. Simbort, J. Conte, M. Ramancha, G. Camata, M. Petracca, M. Todd, M. Kurumbhati, J. Restrepo | |||||||
| 09:40 - 09:50 | MODELING OF AN RC BUILDING USING VARIOUS COMMERCIAL PROGRAMS FOR SEISMIC EVALUATION AND RETROFIT P. Ranchal, D. Gaspar, R. Wang, D. Miller, A. Deb, T. Bolden, I. Kim | |||||||
| 09:50 - 10:00 | NUMERICAL SIMULATION OF PERUVIAN RC WALL BUILDINGS USING AN EFFICIENT BEAM-BASED MODEL G. Loa, J. Murcia-Delso, N. Tarque | |||||||
| 10:00 - 10:10 | EFFICIENT SHEAR-FLEXURE INTERACTION MODEL FOR 3D ANALYSIS OF PLANAR AND FLANGED RC WALLS K. Kolozvari, L. Massone, C. Lopez | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| SPACE 3 | ||||||||
| IDD7 - RECENT ADVANCES IN RESPONSE MODIFICATION DEVICES AND STRATEGIES | Convenors: K. Kalfas, N. Makris, M. Aghagholizadeh | ||||||||
| 09:00 - 09:10 | COMPONENT TESTING OF COST-EFFECTIVE PRESSURIZED SAND-DAMPERS K. Kalfas, N. Makris | |||||||
| 09:10 - 09:20 | MODELING OF A THERMOPLASTIC-POLYURETHANE AND ITS POTENTIAL FOR ENERGY DISSIPATION DEVICES S. Reyes, E. Lopez, M. Vassiliou, D. Konstantinidis | |||||||
| 09:20 - 09:30 | MIXED LAGRANGIAN FORMULATION FOR MODELLING NON-SMOOTH BEHAVIOUR OF CLUTCHING INERTERS Y. Zhang, O. Lavan, C. Málaga-Chuquitaype | |||||||
| 09:30 - 09:40 | PERFORMANCE OF A HYDRAULIC INERTER DAMPER INCORPORATED INTO A HIGH-RISE BUILDING N. Oie, H. Kida, K. Ikago, N. Inoue | |||||||
| 09:40 - 09:50 | SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES ADOPTING WIRE ROPE ISOLATORS AS RE-CENTERING DEVICES R. Capuano, N. Vaiana, L. Rosati | |||||||
| 09:50 - 10:00 | FRICTION-BASED CONNECTIONS: MATERIALS, DESIGNS, MANUFACTURING, SIMULATIONS, AND EXPERIMENTS G. Tsampras, K. Chen, D. Tran, A. Roobol | |||||||
| 10:00 - 10:10 | SEISMIC PERFORMANCE STUDY ON CONCRETE-FILLED CORRUGATED WEBS COMPOSITE COUPLING BEAMS Y. Liu, F.F. Sun, L.H. Jiao, H.K. Pan | |||||||
| 10:10 - 10:20 | SEISMIC RESPONSE MITIGATION OF ONSHORE WIND TURBINES USING A TWO-TERMINAL TUNED INERTER DAMPER G. Alotta, C. Biondo, A. Giaralis, G. Failla | |||||||
| BROWN 1 | ||||||||
| GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
| 09:00 - 09:10 | TOWARDS PARTIALLY NONERGODIC PSHA IN SOUTHERN CALIFORNIA: EPISTEMIC UNCERTAINTY AND EXAMPLES G. Parker, K. Withers, A. Baltay, E. Thompson | |||||||
| 09:10 - 09:20 | ERGODIC MHVR-BASED SITE TERMS FOR DEVELOPING TAIWAN NON-ERGODIC GMPE C.C. Hsu, S.H. Chao, C.M. Lin, J.Y. Haung | |||||||
| 09:20 - 09:30 | SCALABLE NON-ERGODIC GROUND-MOTION MODELING WITH PHYSICS-INFORMED KERNELS AND CONTINUOUS UPDATING G. Lavrentiadis, D. Asimaki, H. Owhadi | |||||||
| 09:30 - 09:40 | EXPLORING THE APPLICABILITY OF AN ITALIAN GROUND MOTION MODEL IN LOW-TO-MODERATE SEISMICITY REGIONS f. Ramadan, G. Lanzano, F. Pacor, C. Smerzini, C. Felicetta, P. Traversa | |||||||
| 09:40 - 09:50 | FLAT FILE OF K-NET AND KIK-NET STRONG-MOTION RECORDS N. Morikawa, A. Iwaki, H. Fujiwara, S. Akiyama, T. Maeda, H. Kubo, S. Aoi, T. Hayakawa, M. Takahashi, K. Kato, Y. Tomozawa, F. Suzuki, K. Motoki, T. Iida, T. Sato, T. Ishii, J. Miyakoshi, N. Shimazu, A. Oana, T. Hayashi, N. Kishida, T. Okazaki, H. Si, H. Matsuyama, S. Midorikawa | |||||||
| 09:50 - 10:00 | REGIONAL CUSTOMIZATION OF GLOBAL SUBDUCTION GROUND MOTION MODELS FOR CHILE V. Contreras, J. Stewart | |||||||
| 10:00 - 10:10 | RECENT DEVELOPMENT OF CHINA STRONG-MOTION STATIONS SITE DATABASE(CNSDB) K. Ji, Y.F. Ren, Y.T. Zhang, X.X. Yao, C.B. Zhu, R.Z. Wen | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| BROWN 2 | ||||||||
| CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:10 | ATC 153 - RESEARCH PLAN FOR THE STUDY OF PRE-NORTHRIDGE WELDED COLUMN SPLICES AND WEAK PANEL ZONES J. Malley | |||||||
| 09:10 - 09:19 | HIGH-FIDELITY MODELING OF FRACTURE-CRITICAL WELDED STEEL BEAM-TO-COLUMN CONNECTIONS F.A. Galvis, G.G. Deierlein, C. Molina Hutt, J.W. Baker | |||||||
| 09:19 - 09:28 | ADVANCES IN DIAPHRAGM DESIGN IN STEEL FRAME STRUCTURES S. Alizadeh, G. MacRae, K. Andisheh, D. Bull | |||||||
| 09:28 - 09:37 | PANEL ZONE AND COLUMN RESPONSE IN A SHAKE-TABLE TEST ON A 10-STORY STEEL MOMENT-RESISTING FRAME J. Li, J. Fujiwara, K. Kajiwara, A. Kishida, R. Nishi, T. Okazaki, T. Nagae, J. Jin, T. Asai | |||||||
| 09:37 - 09:46 | PROPOSED WEB SLENDERNESS REQUIREMENTS FOR INELASTIC PANEL ZONES IN STEEL MOMENT RESISTING FRAMES C. Wen, A. Skiadopoulos, D. Lignos | |||||||
| 09:46 - 09:55 | SEISMIC RESPONSE ANALYSIS FOR FRACTURE ASSESSMENT OF MOMENT FRAME CONNECTIONS WITH BOX COLUMNS H. Yasumoto, A. Kanvinde | |||||||
| 09:55 - 10:04 | STUDY ON BOLTED STEEL BEAM-TO-COLUMN CONNECTIONS WITH LEVER ARMS AND ROUND STEEL BAR DAMPERS S. Takeuchi, S. Zhang, X. Chen, H. Tagawa | |||||||
| 10:04 - 10:15 | DISCUSSION | |||||||
| AMBER 1 | ||||||||
| SHR5 - FORWARD-LOOKING EARTHQUAKE RISK MODELLING AND QUANTIFICATION: RECENT ADVANCES AND PERSPECTIVES | Convenors: C. Galasso, G. Cremen, V. Silva | ||||||||
| 09:00 - 09:12 | ASSESSING FUTURE EXPOSURE TO EARTHQUAKE HAZARD A. Calderon, V. Silva, C. Yepes-Estrada | |||||||
| 09:12 - 09:24 | PROBABILISTIC, TIME-EVOLVING INVENTORIES AND HIGH-RESOLUTION MODELS IN REGIONAL RISK ASSESSMENT A. Zsarnoczay, G.G. Deierlein | |||||||
| 09:24 - 09:36 | REGIONAL SEISMIC RISK ASSESSMENT INCLUDING LIQUEFACTION AND SEA LEVEL RISE E. Mongold, J. Sobers, J.W. Baker | |||||||
| 09:36 - 09:48 | CAPTURING DYNAMIC RELATIONSHIPS BETWEEN BUILT AND NON-BUILT ENVIRONMENTS FOR SEISMIC RISK ASSESSMENT C. Wang, T. Logan, G. Cremen | |||||||
| 09:48 - 10:00 | ACCOUNTING FOR SOCIAL EQUITY IN THE DISASTER RISK MODELING FRAMEWORK S. Loos, R. Soden, K. Barns, D. Lallemant, J. West | |||||||
| 10:00 - 10:12 | THE BENEFITS OF RISK-MITIGATION STRATEGIES ON PRESENT AND FUTURE SEISMIC LOSSES IN KATHMANDU VALLEY C. Mesta, G. Cremen, C. Galasso | |||||||
| 10:12 - 10:24 | MULTI-RISK ASSESSMENT FOR URBAN SETTLEMENTS: FRAMEWORK TO IDENTIFY AND MODEL CRITICAL URBAN CONTEXTS M. Polese, M. Losasso, A. Pirni, M. Pittore, L. Pozza, A. Prota, G. Tocchi, D. Vettorato | |||||||
| AMBER 2 | ||||||||
| AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
| 09:00 - 09:12 | A TEMPORAL FUSION TRANSFORMER FOR TIME HISTORY RESPONSE PREDICTION WITH STRUCTURAL STATIC COVARIATES Z.H. Li, Q.T. Yang, Z. Wang, Q.X. Deng, Y.X. Gong, J. Teng | |||||||
| 09:12 - 09:24 | NEAR REAL-TIME LIQUEFACTION PREDICTION MODELING USING MACHINE LEARNING C. Varone, F. Mori, A. Mendicelli, G. Ciotoli, G. Naso, M. Moscatelli | |||||||
| 09:24 - 09:36 | EARTHQUAKE FAULT MECHANISM PREDICTION USING AI ALGORITHMS APPLIED TO STRONG MOTION RECORDS F. Y épez, D. Benítez, N. Perez, F. Grijalva | |||||||
| 09:36 - 09:48 | DEEP LEARNING-BASED MODAL COMBINATION RULE FOR RESPONSE SPECTRUM ANALYSIS OF BUILDING STRUCTURES T. Kim, O. Kwon, J. Song | |||||||
| 09:48 - 10:00 | DEVELOPMENT OF A MACHINE-LEARNING-BASED WEB APPLICATION TOOL FOR PARAMETRIC DAMPER DESIGN Y. Terazawa, T. Takeuchi, T. Miyazaki, Y. Ichikawa, R. Tomioka, K. Goto | |||||||
| 10:00 - 10:12 | AN ACTIVE-LEARNING-BASED ESTIMATION OF PLASTIC HINGE PARAMETERS IN RC COLUMNS THROUGH RANDOM FOREST P.Y. Chen, K.C. Lee | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| AMBER 3 | ||||||||
| EVO7/8 - SHAPING THE FUTURE: EXPLORING INNOVATIONS AND ADVANCEMENTS IN EARTHQUAKE ENGINEERING | Convenors: A. Furtado, D. Gautam, C. Del Gaudio, J. Melo, V. Sangiorgi | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | RISK-INFORMED STRUCTURAL DESIGN OF THE FUTURE. C. Ruiz, M. Ordaz | |||||||
| 09:15 - 09:25 | PAVING THE WAY TO USE HIGH-STRENGTH REINFORCING STEEL IN COLD SEISMIC REGIONS L. Espinosa Otalora, M. Kowalsky | |||||||
| 09:25 - 09:35 | ASSESSMENT OF POST-EARTHQUAKE FIRE CAPACITY OF RC FRAMES WITHOUT SEISMIC DESIGN H. Vitorino, P. Vila Real, C. Couto, H. Rodrigues | |||||||
| 09:35 - 09:45 | EXPERIMENTAL CHARACTERIZATION OF INFILL WALLS RETROFITTED WITH NOVEL HOLISTIC TECHNIQUES A. Furtado, H. Rodrigues, A. Arêde, H. Varum | |||||||
| 09:45 - 09:55 | LARGE-SCALE TESTING OF 3D PRINTED CONCRETE STRUCTURAL WALLS FOR SEISMIC APPLICATIONS M. Aghajani Delavar, P. Sideris | |||||||
| 09:55 - 10:05 | SHAKE TABLE TESTS OF CONCRETE COLUMNS WITH HIGH STRENGTH STEEL REINFORCEMENT E. Campos, M. Kowalsky, D. Overby, L. Barcley, J. Thangjitham | |||||||
| 10:05 - 10:15 | PARAMETRIC SYSTEM IDENTIFICATION OF A SUSPENSION BRIDGE D. Gautam, R. Adhikari, S. Olafsson, R. Rupakhety | |||||||
| AMBER 4 | ||||||||
| TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
| 09:00 - 09:02 | INTRODUCTION | |||||||
| 09:02 - 09:11 | 06 FEBRUARY 2023 SE TÜRKIYE EARTHQUAKES: CHALLANGES AND LESSONS LEARNED IN TSUNAMI EARLY WARNING M.D. Cambaz, F. Turhan, C. Özer Sözdinler, A.C. Yalciner, A.M. Suvarikli, A. Koseoglu, D. Aksari, F. Ozdemir, Z. Ogutcu, K. Kiransan, M. Kara, M. Ozer, F. Akkoyunlu, M. Denktas, M. Gul, M. Esen, O. Cok, P. Deniz Hisarli, R. Polat, S. Isik, T. Ergun, U. Teoman, Y. Gunes, S. Altuncu Poyraz, K. Kekovali, D. Kalafat, H. Ozener | |||||||
| 09:11 - 09:20 | FRAMEWORK TO DEVELOP WARNING SYSTEM FOR VOLCANIC TSUNAMIS: CASE OF ANAK KRAKATAU VOLCANO, INDONESIA E. Juanara, C.Y. Lam | |||||||
| 09:20 - 09:29 | DISASTER DIGITAL TWIN FOR ENHANCING RESILIENCE OF TSUNAMI DISASTER RESPONSE SYSTEM S. Koshimura, E. Mas, A. Musa, B. Adriano | |||||||
| 09:29 - 09:38 | A STUDY ON OUT-OF-PLANE FLEXURAL STRENGTH OF REINFORCED CONCRETE WALLS SUBJECTED TO TSUNAMI LOADS T. Kabeyasawa, M. Komatsu, T. Kabeyasawa | |||||||
| 09:38 - 09:47 | THE MAKEWAVES TSUNAMI TESTS AND THEIR RELEVANCE TO TSUNAMI ENGINEERING AND RISK MANAGEMENT T. Rossetto, I. Chandler, K. Adams, J. Cels, A. Antonini, I. van Balen, M. Baiguera, E. Buldakov, D. McGovern, M. DelZoppo, W. Allsop, S. Roberts, A. Raby, D. Istrati, Z. Jannah Nur, S. Lopez-Querol, H. Baskaran, J. Melo, D. Wüthrich, I. Barranco, J. Harris, I. Eames, M. Piggott, P. Salah, S. Boulton | |||||||
| 09:47 - 09:56 | ENHANCED ANALYTICAL METHODS AND A NOVEL STRUCTURAL TSUNAMI RESPONSE ANALYSIS TOOLKIT J. Cels, T. Rossetto, M. Del Zoppo, M. Baiguera | |||||||
| 09:56 - 10:05 | LARGE SCALE EXPERIMENTAL TESTING OF BRIDGE DECK-TO-PIER CONNECTIONS UNDER TSUNAMI LOADING R. Pagel, A. Palermo, I. Robertson, G. De Francesco | |||||||
| 10:05 - 10:14 | STUDY ON BUILDING STRUCTURAL SAFETY AGAINST COLLISION OF TSUNAMI-DRIVEN SHIP T. Asai, K. Matsukawa, Y. Nakano | |||||||
| 10:14 - 10:15 | DISCUSSION | |||||||
| AMBER 5 | ||||||||
| SHR11 - ADVANCES IN THE SEISMIC HAZARD AND RISK ASSESSMENT OF NUCLEAR POWER PLANTS | Convenors: D. Vamvatsikos, P. Bazzurro, I. Zentner | ||||||||
| 09:00 - 09:09 | INTRODUCTION | |||||||
| 09:09 - 09:20 | METIS PROJECT: GEM'S CONTRIBUTIONS TO THE HAZARD WORK PACKAGE M. Pagani, R. Styron, M. Villani, K. Johnson, M. Simionato | |||||||
| 09:20 - 09:31 | FRAMEWORK TO INTRODUCE SITE RESPONSE IN SEISMIC RISK ASSESSMENT AND APPLICATION TO METIS CASE STUDY V. Alves Fernandes, M. Korres, I. Zentner | |||||||
| 09:31 - 09:42 | SIMULATION OF A SCENARIO DATABASE OF SYNTHETIC GROUND MOTIONS FOR SITE-SPECIFIC EARTHQUAKE RESPONSE L.G. Alvarez Sanchez, I. Zentner | |||||||
| 09:42 - 09:53 | IMPORTANCE OF HAZARD-CONSISTENT RECORD SELECTION FOR THE RISK ASSESSMENT OF NPP COMPONENTS N. Sipcic, P.A. De Quevedo Iñarritu, M. Kohrangi, P. Bazzurro | |||||||
| 09:53 - 10:04 | SEISMIC RESPONSE PREDICTION OF AN ADVANCED GAS-COOLED REACTOR CORE MODEL WITH DEGRADED COMPONENTS T. Gokce, A. Crewe, R.E. White, M. Dietz, T. Horseman, L. Dihoru | |||||||
| 10:04 - 10:15 | SOME REMARKS ON FRAGILITY CURVES DERIVED USING ALTERNATIVE PROBABILISTIC DEMAND MODELS D. Skoulidou, X. Romao | |||||||
| AMBER 6 | ||||||||
| CHH2 - HISTORICAL MASONRY STRUCTURES: NEW EXPERIMENTAL RESULTS & COMPARATIVE SIMULATIONS | Convenors: K. Beyer, A. Penna, M. DeJong | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:17 | FINITE-DISCRETE ELEMENT MODELLING OF MULTIPLE SHAKE TABLE TESTS ON UNREINFORCED MASONRY PROTOTYPES O. AlShawa, D. Liberatore, L. Sorrentino | |||||||
| 09:17 - 09:31 | REDUCING THE DISPERSION IN NUMERICAL PREDICTIONS OF URM BUILDINGS: FEASIBLE OR IMPOSSIBLE CHALLENGE? S. Cattari | |||||||
| 09:31 - 09:45 | SEISMIC POUNDING ANALYSIS OF OLD UNREINFORCED MASONRY STRUCTURES USING DISTINCT ELEMENT MACRO-MODELS Z. Zhang, L. Davis, M.J. DeJong, D. Malomo | |||||||
| 09:45 - 09:55 | PUSHOVER AND TIME-HISTORY ANALYSIS OF ADJACENT STONE MASONRY UNITS BY 2D RIGID BLOCK MODELING R. Gagliardo, M. Godio, F.P.A. Portioli, R. Landolfo | |||||||
| 09:55 - 10:05 | LESSONS LEARNED FROM A PREDICTION AND POSTDICTION OF A SHAKE TABLE TEST ON A MASONRY AGGREGATE I. Tomic, K. Beyer | |||||||
| 10:05 - 10:15 | DISTINCT ELEMENT MODELLING OF ANCIENT MASONRY SEISMIC BEHAVIOUR: DISCRETISATION AND INTERFACE IMPACT P. Meriggi, A. Montabert, F. Alber, C. Giry, G. de Felice | |||||||
| AMBER 7 | ||||||||
| BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
| 09:00 - 09:10 | CENTRIFUGE MODEL TESTS AND NUMERICAL SIMULATIONS OF IRRIGATION DAMS DURING EARTHQUAKE S.S. Suzuki, K. Fukuda, H. Ishikawa, N. Takahashi | |||||||
| 09:10 - 09:20 | DECONVOLUTION OF REAL AND ARTIFICIAL ACCELERATIONS FOR DYNAMIC ANALYSIS OF DAMS M. Poul, M.A. Hariri-Ardebili | |||||||
| 09:20 - 09:30 | NON-LINEAR SEISMIC ANALYSIS OF CONCRETE GRAVITY DAM USING TIME DOMAIN SPECTRAL FINITE ELEMENT METHOD A. Sarkar, A. Bagchi | |||||||
| 09:30 - 09:40 | LOW-TO-HIGH FIDELITY TRANSFORMATION FUNCTION FOR THE SEISMIC FRAGILITY ASSESSMENT OF GRAVITY DAMS R.J. de Almeida Torres Filho, R.L. Segura, P. Paultre | |||||||
| 09:40 - 09:50 | DAM PORTFOLIO ASSESSMENT FOR RISK INFORMED DECISION MAKING T. Elkhoraibi, A. Hashemi, A. Kottke, Y. Arici | |||||||
| 09:50 - 10:00 | NEW EFFICIENT METHODS FOR THE SEISMIC ANALYSIS OF DAMS AND THEIR APPURTENANT STRUCTURES N. Bouaanani, R. Kouhdasti | |||||||
| 10:00 - 10:10 | IMPACTS OF THE FEBRUARY 06, 2023, TURKEY EARTHQUAKE SEQUENCES ON RISK ASSESSMENT OF EMBANKMENT DAMS H. Tosun, M.A. Hariri-Ardebili | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| AMBER 8 | ||||||||
| GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
| 09:00 - 09:15 | SITE RESPONSE ANALYSES FOR IMPROVING GROUND MOTION CHARACTERIZATION OF THE 2016 AMATRICE EARTHQUAKE S. Ciaglia, M. De Iuliis, V. Gattulli, A. Pagliaroli, F. Potenza, S. Amoroso | |||||||
| 09:15 - 09:27 | INTEGRATING PERFECTLY MATCHED LAYER THEORY AS ABSORBING BOUNDARY CONDITIONS IN MATERIAL POINT METHOD J. Kurima, B. Chandra, K. Soga | |||||||
| 09:27 - 09:39 | BOUNDARY CONDITIONS FOR 2D SITE RESPONSE ANALYSIS IN OPENSEES M. Eskandarighadi, C. McGann | |||||||
| 09:39 - 09:51 | APPLICATION OF EMR METHOD TO RETRIEVE THE VELOCITY STRUCTURES IN THE AMATRICE AREA,CENTRAL ITALY E. Ito, D. Famiani, G. Cultrera, S. Hailemikael, G. Milana, H. Kawase | |||||||
| 09:51 - 10:03 | DEVELOPMENT OF VS30 MAPS USING MICROTREMORS IN BHUTAN T. Hayashida, N. Nepal, K. Namgay, D. Drukpa, P. Pelgay, S. Ohmi, H. Inoue | |||||||
| 10:03 - 10:15 | ESTIMATION OF SITE ATTENUATION PARAMETER FOR SITE RESPONSE ANALYSIS IN UAE S. Anamangadan, T. Kishida, F. Bouchaala | |||||||
| SUITE 6 | ||||||||
| SDM5 - ROCKING BUILDINGS - THE ELUSIVENESS OF IMPLEMENTATION | Convenors: M. Speicher, C. Segura | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | ROCKING SYSTEMS FOR BUILDING STRUCTURES: A REVIEW M. Froozanfar, S. Moradi, R. Kianoush | |||||||
| 09:15 - 09:25 | TYPOLOGY STUDY COMPARING CONVENTIONAL AND ROCKING CONCRETE WALL PERFORMANCE D. Mar, M. Speicher, C. Segura, N. Makris, S. Basereh | |||||||
| 09:25 - 09:35 | TOWARDS CANADIAN DESIGN GUIDANCE FOR CONTROLLED ROCKING BRACED FRAMES: LOW-RISE BUILDING EXAMPLE L. Wilson, T. Steele, C. Yang, L. Wiebe | |||||||
| 09:35 - 09:45 | PRACTICAL DESIGN OF FORCE-LIMITING CONNECTIONS FOR BUILDINGS WITH REDUCED HIGHER-MODE RESPONSES G. Tsampras, R. Sause | |||||||
| 09:45 - 09:55 | ROCKING CHARACTERISTICS OF THE 2023 TURKEY-SYRIA EARTHQUAKE T. Ther, L.P. Kollar | |||||||
| 09:55 - 10:05 | SEISMIC RESPONSE ANALYSIS OF ROCKING WALL FRAME STRUCTURES CONSIDERING SSI EFFECT D. He, P. Li | |||||||
| 10:05 - 10:15 | HWBBF SEISMIC PERFORMANCES INVESTIGATION CONSIDERING DIFFERENT DESIGN METHODS AND STRUCTURE HEIGHTS Z. Zhang, Y. Feng, L. Cao | |||||||
| SUITE 7 | ||||||||
| CMS12 - SEISMIC BEHAVIOUR OF INNOVATIVE DUCTILE AND NON-INTERACTING INFILLS | Convenors: R. Milanesi, M. Marinkovic, A. Stavridis | ||||||||
| 09:00 - 09:02 | INTRODUCTION | |||||||
| 09:02 - 09:12 | DEFORMABLE MASONRY INFILLS: A STATE OF THE ART REVIEW M. Preti | |||||||
| 09:12 - 09:21 | IN-PLANE AND OUT-OF-PLANE BEHAVIOUR OF THE DAMPED MASONRY INFILL WALL: STATE OF THE ART Z. Chen, Y. Zhou, M. DeJong, Y. Guo, C. Zhang | |||||||
| 09:21 - 09:30 | MASONRY INFILLS WITH SLIDING JOINTS: CONCEIVING, TESTING, MODELLING, DESIGN AND ECONOMIC ADVANTAGES R.R. Milanesi, L. Albanesi, C.F. Manzini, P. Morandi, G. Magenes | |||||||
| 09:30 - 09:39 | EXPERIMENTAL INVESTIGATION OF THE SEISMIC PERFORMANCE OF MASONRY INFILLS WITH SLIDING SUBPANELS X. Gao, A. Stavridis, V. Bolis, M. Preti, R. Raman | |||||||
| 09:39 - 09:48 | INNOVATIVE SOLUTION FOR DECOUPLING RC FRAMES FROM MASONRY INFILLS WITH OPENINGS: EXPERIMENTAL RESULTS M. Marinkovic, C. Butenweg, A. Milijas, M. Gams | |||||||
| 09:48 - 09:57 | SHAKE TABLE TESTS AND DFEMS OF SLIT-MASONRY INFILLED RC FRAMES WITH ISOLATION GAPS T.Y. Yuen, T. Wen, T. Deb, H. Zhang | |||||||
| 09:57 - 10:06 | FEASIBILITY STUDY ON RC MOMENT-RESISTING FRAMES INFILLED WITH CLT PANELS Y. Sanada, S. Pradhan, R. Yoon, H. Isoda, J. Sakuta, T. Ohta, N. Kikuchi, S. Takabatake | |||||||
| 10:06 - 10:15 | SEISMIC PERFORMANCE ASSESSMENT OF ALL-MASONRY INFILLED FRAMES Y. Liu, S. Roosta | |||||||
| SUITE 8 | ||||||||
| REC2 - EARTHQUAKES IN THE BALKAN REGION: CONSEQUENCES, LESSONS, RECOVERY, AND RESILIENCE | Convenors: S. Brzev, V. Shendova, M. Savor Novak | ||||||||
| 09:00 - 09:10 | LESSONS LEARNED FROM THE DEVASTATING EARTHQUAKES IN CROATIA IN 2020 M. Uros, J. Atalic, M. Savor Novak, M. Demsic, M. Banicek, A. Kadic | |||||||
| 09:10 - 09:20 | COMMEMORATION OF THE 60TH ANNIVERSARY OF SKOPJE EARTHQUAKE BY ENHANCING THE SOCIETY RESILIENCE V. Sesov, Z. Rakicevic, V. Shendova, A. Bogdanovic, R. Shalic-Makreska, M. Vitanova, M. Stojmanovska | |||||||
| 09:20 - 09:30 | MAIN FINDINGS OF THE SUZI-SAEE RECONNAISSANCE MISSIONS IN ALBANIA 2019 AND PETRINJA 2020 EARTHQUAKES M. Marinkovic, N. Blagojevic, I. Milicevic, S. Brzev | |||||||
| 09:30 - 09:40 | THE ULTIMATE DATABASE OF STRUCTURES IN CROATIA INITIATED BY 2020 EARTHQUAKES J. Atalic, M. Savor Novak, M. Uros, M. Banicek, A. Kadic, N. Rakas, I. Kosalec, T. Holger Taetzsch, M. Mrkonjic, M. Loncar-Jamicic | |||||||
| 09:40 - 09:50 | TAXONOMY OF CONCRETE BUILDINGS AND THEIR PERFORMANCE DURING THE EARTHQUAKE OF 26 NOVEMBER 2019 R. Luka, M. Baballeku, K. Shaholli, R. Haziraj | |||||||
| 09:50 - 10:00 | RECENT EARTHQUAKES IN NORTH MACEDONIA: DAMAGES, LESSONS, POST-EARTHQUAKE INTERVENTIONS, RESILIENCE G. Jekic, V. Shendova, R. Apostolska | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| SUITE 9 | ||||||||
| GEO2 - UNDERGROUND STRUCTURES IN LIQUEFIABLE GROUND | Convenors: Y. Yuan, R. Cudmani, A. Flora | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:12 | NUMERICAL MODELLING OF SOIL LIQUEFACTION-INDUCED TUNNEL UPLIFT S. Chrisopoulos, M. Niebler, R. Cudmani, Y. Yuan | |||||||
| 09:12 - 09:21 | EVALUATION OF SEEPAGE AND SEISMIC BEHAVIOR BASED ON EFFECTIVE STRESS ANALYSIS OF UNSATURATED SOIL Y. Takada, T. Sasaki, K. Ito | |||||||
| 09:21 - 09:30 | A STABILIZED COUPLED ELEMENT AND ITS APPLICATION IN THE SSI PROBLEM IN LIQUEFIABLE GROUNDS Z. Fan, R. Cudmani, Y. Yuan | |||||||
| 09:30 - 09:39 | DESIGN AND DEVELOPMENT OF EQUIPMENT FOR BIDIRECTIONAL 1-G SHAKING TABLE TESTS OF SATURATED FIELDS Z. Fan, R. Cudmani, Y. Yuan | |||||||
| 09:39 - 09:48 | DEFORMATION OF UTILITY TUNNELS IN LAYERED LIQUEFIABLE DEPOSITS CORRELATED TO GROUND MOTION INTENSITY Y. Li, H. Yu, Y. Yuan | |||||||
| 09:48 - 09:57 | NUMERICAL STUDY ON A SHALLOW TUNNEL IN LIQUEFIABLE GROUND SUBJECT TO MULTIPLE SHAKINGS J. Zhang, E. Bilotta, Y. Yuan | |||||||
| 09:57 - 10:06 | RESEARCH ON MECHANISM AND TRIGGER CONDITIONS OF FLOW-SLIDE ON GENTLE SLOPES CAUSED BY THE EARTHQUAKE Y. Guan, Z. Li, S. Zhang, S. Zhang, X. Yuan | |||||||
| 10:06 - 10:15 | 1-G SHAKING TABLE TESTS ON THE DYNAMIC RESPONSES OF A SATURATED FIELD UNDER CONSECUTIVE EARTHQUAKES X.H. Xiong, Z.X. Fan, R. Cudmani, Y. Yuan | |||||||
