WEDNESDAY | 10:30 - 11:45
|
WEDNESDAY | 10:30 - 11:45 |
|
| SPACE 1 | ||||||||
| SDM13 - COST-EFFECTIVE RESILIENCY SOLUTIONS IN RC STRUCTURES | Convenors: L. Tobber, G. Rodgers, J. Atkinson | ||||||||
| 10:30 - 10:42 | IMPLEMENTATION OF LOW-DAMAGE PRECAST CONCRETE BUILDINGS AND VALIDATION FROM SYSTEM LEVEL TESTING R. Henry, G. Rodgers | |||||||
| 10:42 - 10:57 | NUMERICAL STUDY ON PERFORMANCE OF PRECAST SHEAR WALL CONNECTION UNDER SHEAR-TENSION INTERACTION LOAD M.H. Ahmadi, L. Tobber | |||||||
| 10:57 - 11:09 | THE REINFORCING BAR OF THE FUTURE: IMPROVING THE PRIMARY ENERGY DISSIPATING ELEMENTS IN CONCRETE W. Ghannoum, J. Gonzalez, D. Stalheim, A. Araujo | |||||||
| 11:09 - 11:21 | SEISMIC BEHAVIOR AND EVALUATION OF RESILIENT RC COLUMNS REINFORCED BY ULTRA-HIGH STRENGTH REBARS Y. Wen, G. Cai, H. Kikuchi | |||||||
| 11:21 - 11:33 | ONGOING EXPERIMENTAL PROGRAMMES ON RC WALLS REINFORCED WITH IRON-BASED SHAPE MEMORY ALLOY REBARS R. Hoult, J.P.d. Almeida | |||||||
| 11:33 - 11:45 | QUANTIFYING THE EFFECT OF REDUCING SEISMIC DRIFT LIMITS FOR RC FRAME STRUCTURES. L. Pledger, S. Pujol, R. Chandramohan | |||||||
| SPACE 3 | ||||||||
| IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
| 10:30 - 10:40 | EFFECT OF THE VARIABILITY OF DYNAMIC PROPERTIES OF ELASTOMERIC BEARINGS ON THE SEISMIC RELIABILITY L. Ragni, F. Micozzi, L. Gioiella, V. Quaglini, A. Dall Asta | |||||||
| 10:40 - 10:50 | EFFECTS OF INPUT SEISMIC MOTION CHARACTERISTICS ON UPLIFT OF ISOLATOR OF MID-STORY ISOLATED BUILDING Y. Ikeda | |||||||
| 10:50 - 11:00 | EFFECTS OF LOW ENERGY EARTHQUAKES ON A R.C. BUILDING SEISMICALLY ISOLATED BY MEANS OF HDRBS AND SDS F. Scafati, C. Ormando, P. Clemente, G. Buffarini, G. Bongiovanni | |||||||
| 11:00 - 11:10 | EXACT SOLUTION CONSIDERING HIGHER MODE EFFECTS FOR SEISMIC RESPONSES OF BASE-ISOLATED STRUCTURES C.S. Tsai, W. Pong | |||||||
| 11:10 - 11:20 | CAN SEISMIC ISOLATION HELP A SITE-INDEPENDENT DESIGN OF FAST REACTORS? A. Saboo, M. Kumar, M. Khan, S.D. Sajish | |||||||
| 11:20 - 11:30 | MULTI-HAZARD RESPONSE CONTROL OF UFREI-ISOLATED HOSPITAL BUILDING WITH A TUNED MASS DAMPER S. Banerjee, T. Saito, V. Matsagar | |||||||
| 11:30 - 11:40 | THE INFLUENCE OF THICKNESS OF SANDBAGS IN T-BAGS SYSTEM ON DYNAMIC RESPONSE OF A FIVE-STORY BUILDING A. Vakilazadsarabi, K. Takeuchi, Y. Tomono, D. Doan-Cong, H. Hameed, T. Matsumoto | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| BROWN 1 | ||||||||
| GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
| 10:30 - 10:40 | THE INFLUENCE OF SOIL-STRUCTURE INTERACTION AND BASEMENT STORIES ON SEISMIC BEHAVIOR OF BUILDINGS M. El Hoseny, M. Jianxun, D. Forcellini | |||||||
| 10:40 - 10:50 | ASSESSMENT OF THE SEISMIC PERFORMANCE FOR WIND TURBINES CONSIDERING SOIL-STRUCTURE INTERACTION X. Pan, P. Li | |||||||
| 10:50 - 11:00 | EXPERIMENTAL AND NUMERICAL ANALYSIS OF SOIL STRUCTURE INTERACTION DURING HIGH SPEED LOAD A. Stocchi, M.L. Ruiz Ripoll, W. Riedel, A. Stolz, C. Roller, J. Rosin | |||||||
| 11:00 - 11:10 | 3DFEM SIMULATIONS OF CENTRIFUGE SHAKING TABLE TESTS OF SOIL–FOUNDATION–STRUCTURE INTERACTION SYSTEMS A. Morikawa, S. Minagawa, R. Kadota, S. Ikeda, N. Adachi, T. Hidekawa, Y. Suzuki | |||||||
| 11:10 - 11:20 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: JAPANESE PILE FOUNDATION R. Kadota, K. Kolozvari, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
| 11:20 - 11:30 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART I INHOMOGENEOUS GROUND K. Sasaki, Y. Nitta, R. Morobishi, T. Ogata | |||||||
| 11:30 - 11:40 | NEAR-FIELD MOTIONS: IMPORTANCE OF MODELING FIDELITY IN PREDICTING RESPONSE OF AN RC BUILDING J.A. Abell, A. Hurtado, E. Torres, T. Vergara | |||||||
| 11:40 - 11:50 | STRESS TEST MOTIONS FOR SOIL-STRUCTURE SYSTEMS B. Jeremic, H. Yang, K. Stazsewska | |||||||
| BROWN 2 | ||||||||
| CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenors: F. Freddi, M. Latour, A. Sato | ||||||||
| 10:30 - 10:42 | ADVANCEMENT OF A NOVEL SELF-CENTRING CONCENTRICALLY BRACED FRAME (SC-CBF) STRUCTURAL STEEL SYSTEM J. Goggins, H. AlWahsh, Y. Jiang, B. Broderick, S. Salawdeh, G. O Reilly, A. Bogdanovic, Z. Rakicevic, A. Elghazouli, I. Markovski, B. Petreski, A. Poposka, I. Gjorgjiev, C. Walsh | |||||||
| 10:42 - 10:54 | A NOVEL SEISMIC RESILIENT ENERGY-DISSIPATIVE ROCKING COLUMNS WITH HSS TENSION BRACES FOR STEEL FRAME Y. Wang, Y. Li, L. Bao, G. Li | |||||||
| 10:54 - 11:06 | PROCEDURE TO DEVELOP CAPACITY CURVES OF STEEL WINE TANKS BASED ON THE MONOLITHIC BEAM ANALOGY M. Frezzati, G. Loporcaro, N. Buratti, A. Palermo | |||||||
| 11:06 - 11:18 | A LOW-COST RE-CENTERING SYSTEM IN EBFS: CONCEPT DEVELOPMENT AND VALIDATION THROUGH HYBRID SIMULATION P. Mortazavi, C. Christopoulos, O. Kwon | |||||||
| 11:18 - 11:30 | HIGHER-MODE RESPONSE OF BRACED FRAMES WITH ELASTIC SPINES SUBJECTED TO MODAL PUSHOVER ANALYSIS B. Astudillo, B. Simpson | |||||||
| 11:30 - 11:45 | INELASTIC CYCLIC RESPONSE OF HYBRID TIMBER-STEEL REDUCED BEAM SECTION CONNECTIONS D.V. Bompa, A.Y. Elghazouli | |||||||
| AMBER 1 | ||||||||
| SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:45 | ENHANCING SPATIAL AND TEMPORAL RESOLUTION OF EUROPEAN EXPOSURE MODELS J. Dabbeek, H. Crowley, V. Silva, S. Ozcebe | |||||||
| 10:45 - 10:57 | VIGIRISKS, SEISAID AND B-WAVE: DEVELOPMENT AND IMPLEMENTATION OF TOOLS FOR RAPID ASSESSMENT OF C. Negulescu, P. Gehl, D. Bertil, S. Auclair, Y. Legendre, A. Nachbaur, R. Guidez, H. Ramambazafy, F. Chan Thaw, C. Gracianne | |||||||
| 10:57 - 11:09 | PROBABILISTICALLY ACCOUNTING FOR BUSINESS INTERRUPTION AND BRIDGE DAMAGE IN ROAD NETWORK PERFORMANCE R. Silva Lopez, G. Bhattacharjee, A. Poulos | |||||||
| 11:09 - 11:21 | SEISMIC FRAGILITY OF HISTORICAL BELL TOWERS AT LARGE SCALE C. Chisari, M. Zizi, F. Roselli, G. De Matteis | |||||||
| 11:21 - 11:33 | THE USE OF THE SEISMIC RISK MAP FOR THE DEVELOPMENT OF A SUSTAINABLE RISK REDUCTION PROGRAM M.A. Zanini, L. Hofer, F. Faleschini, C. Pellegrino | |||||||
| 11:33 - 11:45 | PUBLICLY AVAILABLE YET NOT FULLY ACCESSIBLE: STRATEGIES FOR EQUITABLY SHARING POST-EARTHQUAKE LOSS INFORMATION S. Loos, M. Karr, M. Macías, E. Knodel, D. Wald, K. Ludwig, L. Peek, P. Lee | |||||||
| AMBER 2 | ||||||||
| AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
| 10:30 - 10:38 | A DOMAIN ADAPTATION APPLICATION FOR NETWORK-LEVEL POST-EARTHQUAKE DAMAGE CLASSIFICATION V. Giglioni, I. Venanzi, F. Ubertini | |||||||
| 10:38 - 10:46 | AI-AIDED DETECTION OF THE RESPONSE OF FREE-STANDING ANCIENT COLUMNS SUBJECTED TO EARTHQUAKE F. Firoozmand, B. Liu, D. Loverdos, V. Sarhosis | |||||||
| 10:46 - 10:54 | BAYESOPT-BASED IMS FOR SEISMIC ASSESSMENT OF STRUCTURE SYSTEMS IN THE NEAR-FAULT REGION M. Li, Z. Guan | |||||||
| 10:54 - 11:02 | ENHANCING POST-EARTHQUAKE ROAD DAMAGE ASSESSMENT USING GENERATED FAKE DATA L.A. Chen, F.J. Tsai, S.Y. Lin | |||||||
| 11:02 - 11:10 | ESTABLISHMENT OF A CAPACITY MODEL FOR DOUBLE-DECK PIERS USING RANDOM FOREST W. Guo, K. Wang | |||||||
| 11:10 - 11:18 | AUTOMATIC BRIDGE DEFECT RECOGNITION THROUGH UAV PHOTOGRAMMETRY AND OBJECT DETECTION ALGORITHMS M. Castellani, A. Meoni, E. Garcia-Macias, F. Antonini, F. Ubertini | |||||||
| 11:18 - 11:26 | NON-DISPLACEMENT-BASED FEATURES FOR IDENTIFYING DEFORMATION MODE OF BUILDINGS WITH FEW SENSORS T.Z. Yeow, K. Kusunoki | |||||||
| 11:26 - 11:36 | ANN PREDICTION OF DESIGN PARAMETER AFFECTING SEISMIC STABILITY IN SLOPE REINFORCED BY PILE-ANCHOR D. Rahangdale, S. Adhikary, R.B. Keskar | |||||||
| 11:36 - 11:45 | QUANTIFICATION OF DAMAGE IN INFILLED REINFORCED CONCRETE FRAMES USING MACHINE AND DEEP LEARNING J. Singaucho, V. Metsis, A. Stavridis | |||||||
| AMBER 3 | ||||||||
| EXP1 - ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING | Convenors: G. O’Reilly, G.M. Calvi | ||||||||
| 10:30 - 10:35 | ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING G. OReilly, G.M. Calvi | |||||||
| 10:35 - 10:45 | MULTI-HAZARD LARGE SCALE TESTS AT THE UNIVERSITY OF BRISTOL IN THE FRAMEWORK OF EU-ERIES PROJECT A. Sextos, G. Mylonakis, R. De Risi, F. De Luca, D. Karamitros, A. Crewe, M. Dietz, E. Vogiagaki, T. Horseman, T. Gokce, D. Williams | |||||||
| 10:45 - 10:55 | RETROFITTING OF STONE MASONRY USING INNOVATIVE GRID-BASED COMPOSITES: THE ERIES-RESTORING PROJECT M. Ponte, G. Guerrini, L. Garcia-Ramonda, I. Lanese, E. Rizzo Parisi, G. O Reilly, F. Graziotti, A. Tsiavos, L. Pelà, A. Penna, G. Magenes, R. Bento | |||||||
| 10:55 - 11:05 | SHAKE-TABLE TESTING OF TWO U-SHAPED RC WALLS: OVERVIEW OF PROJECT ERIES-ALL4WALL J. Pacheco de Almeida, R. Hoult, A. Simar, C. Doneux, B. Payen, A. Bertholet, R. Pinho, A. Orgnoni, T. Isakovic, A. Janevski, D. Palermo, S. Lo Feudo, Y. Han, C. Gwendal, B. Mihaylov, P. Candeias, F. Ribeiro, A. Carvalho, M.L. Sousa, A.A. Correia | |||||||
| 11:05 - 11:15 | ENHANCING STATE-DEPENDENT FRAGILITY THROUGH EXPERIMENTALLY VALIDATED ENERGY-BASED APPROACHES R. Gentile, G. Angelucci, J. Wu, P. Morandi, R. Milanesi, F. Mollaioli, G. O Reilly, F. Freddi, F. Jalayer | |||||||
| 11:15 - 11:25 | SEISMIC PERFORMANCE OF EXPOSED COLUMN-BASE PLATE CONNECTIONS IN EXISTING STEEL FRAMES L. Di Sarno, J. Wu, N. Stathas, F. Freddi, M. D Aniello, S. Bousias, R. Landolfo, E.M. Güneyisi | |||||||
| 11:25 - 11:35 | THE REVAULT PROJECT: RESPONSE EVALUATION OF MASONRY VAULTS UNDER PSEUDO-STATIC CYCLIC TESTS C. Calderini, C. Cirabisi, N. Mendes, N. Bianchini, C. Ferrero, P.B. Lourenço | |||||||
| 11:35 - 11:45 | FLEXIBLE JOINTS FOR RESILIENT INFILLED RC FRAMES: PRELIMINARY ANALYSES FOR SHAKING TABLE TESTING E. Tubaldi, P. Dhir, F. Freddi, M. Marinkovic, H. Ahmadi, M. Gams, C. Butenweg, D. Losanno, B. Pantó, F. Parisi, A. Bogdanovic, J. Bojadjieva, Z. Rakicevic, V. Sheshov | |||||||
| AMBER 4 | ||||||||
| REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
| 10:30 - 10:35 | COORDINATION OF STRUCTURAL DAMAGE ASSESSMENT PROCESSES AFTER 2023 TÜRKIYE EARTHQUAKES B. Aslan | |||||||
| 10:35 - 10:40 | RECOVERY EFFORTS AFTER FEBRUARY 2023 TÜRKIYE EARTHQUAKES A.N. Poçan | |||||||
| 10:40 - 10:45 | FEBRUARY 6, 2023 TURKIYE EARTHQUAKES: WHAT HAPPENED? M. Erdik, M.B. Demircioglu Tumsa | |||||||
| 10:45 - 10:50 | RAPID DAMAGE ASSESSMENT FOR THE KAHRAMANMARAS EARTHQUAKE SEQUENCE OF FEBRUARY 6, 2023 K. Pitilakis, E. Riga, S. Apostolaki, D. Pitilakis | |||||||
| 10:50 - 10:55 | FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE: AN EVALUATION ON STRUCTURAL DAMAGES T. Cinar, T. Sezdirmez, B. Aslan, K. Orakcal, A. Ilki | |||||||
| 10:55 - 11:00 | OUTLINE OF THE TURKEY-JAPAN JOINT RECONNAISSANCE DUE TO THE 2023 TURKEY-SYRIA EARTHQUAKE K. Kusunoki, A. Ilki, Y. Hibino, C. Goksu | |||||||
| 11:00 - 11:05 | GROUND MOTION DIRECTIONALITY EFFECTS IN THE 2023 KAHRAMANMARAS, TURKIYE EARTHQUAKE SEQUENCE N. Girmay, A. Poulos, E. Miranda, M. Bravo-Haro, P. Heresi, H. Davalos, M. Liapopoulou | |||||||
| 11:05 - 11:10 | POST-SEISMIC CAMPAIGN AFTER THE KAHRAMANMARAS 2023 SEQUENCE OF THE AFPS (FRENCH ASSOC EARTHQ. ENG) D. Mercerat, B. Richard, P.A. Naze, F. Bernigau, E. El-Haber, R. Fares, P. Garnier, C. Giry, C. Gomes, D. Graveleine, T. Heitz, E. Javelaud, C. Martin, C. Pineau, S. Pollet, D. Segala, E. Touret, G. Verrhiest-Leblanc | |||||||
| 11:10 - 11:15 | USE OF REALITY CAPTURE DATA TO ASSESS MASONRY BUILDINGS AFTER THE 2023 TURKEY-SYRIA EARTHQUAKES Y. Jing, Z. Zhang, Y. Yang, K. Donmez, A. Shan, S. Acikgoz | |||||||
| 11:15 - 11:20 | COLLAPSE OF CODE-COMPATIBLE RC BUILDINGS IN 6TH FEBRUARY KAHRAMANMARAS EARTHQUAKES E. Smyrou, I.E. Bal | |||||||
| 11:20 - 11:25 | SEISMIC PERFORMANCE OF FOUNDATIONS ON LIQUEFIABLE SOILS AFTER 2023 KAHRAMANMARAS EARTHQUAKES P. Ozener, M.M. Monkul, E.E. Bayat, A. Ozsaygin | |||||||
| 11:25 - 11:30 | THE EFFECTS OF FEBRUARY 6, 2023 KAHRAMANMARAS EARTHQUAKES ON PIPELINES S. Toprak, B. Wham, E. Nacaroglu, M. Ceylan, O. Dal, A.E. Senturk | |||||||
| 11:30 - 11:35 | LESSONS FROM THE 2023 SE TÜRKIYE EQS: A STUDY ON DAMAGED RC BUILDINGS CONSIDERING THE HASSAN INDEX C. Donmez, J.D. Dowgala, M.E. Yildirim, M.F. Gullu, L.J. Iturburu, F.B. Koroglu, R. Lequesne, B. Ozturk, S. Pujol, J.D. Rincon, C. Sim, M.S. Speicher | |||||||
| 11:35 - 11:40 | COMPARISON OF SEISMIC RECORDS FROM THE TURKEY EARTHQUAKES OF FEBRUARY 2023 WITH MEXICAN RECORDS Z.F. Martínez García, S. Juarez Francisco, A. Aguilar-Melendez, R. Shafie Panah, A.I. Xicohtencatl-Gomez, J.A. Pérez Orellan, A. Vargas Colorado, F. Carpio Santamaria, M. García Elías, A. Garcia Elias, N.A. Montiel Escobar | |||||||
| 11:40 - 12:00 | DISCUSSION | |||||||
| AMBER 5 | ||||||||
| SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
| 10:30 - 10:31 | INTRODUCTION | |||||||
| 10:31 - 10:40 | GLOBAL EARTHQUAKE LOSS ASSESSMENT: WHERE AND WHY IS SEISMIC RISK HIGH? V. Silva, A. Calderon, M. Caruso, C. Costa, M.C. Hoyos, L. Martins, N. Paul, A. Rao, C. Yepes-Estrada | |||||||
| 10:40 - 10:49 | NOVEL FRAMEWORK FOR REGIONAL SEISMIC RISK ASSESSMENT E. Miranda, J. Bantis, P. Heresi, A. Poulos | |||||||
| 10:49 - 10:58 | ACCOUNTING FOR GROUND MOTION DIRECTIONALITY IN REGIONAL SEISMIC RISK ASSESSMENT A. Poulos, E. Miranda | |||||||
| 10:58 - 11:07 | CONSISTENT FRAGILITY FUNCTIONS FOR RESIDENTIAL BUILDINGS IN CHILE R. Jünemann, C. Cortez, M. Damian, P. Heresi, J. Crempien G.F., A. Urrutia, F. Zurita | |||||||
| 11:07 - 11:16 | URBAN SCALE SEISMIC RISK ASSESSMENT DRIVERS FOR COLOMBIA RESIDENTIAL BUILDING PORTFOLIO A. Acevedo, D. Gonzalez, S. Carrascal, C. Yepes-Estrada | |||||||
| 11:16 - 11:25 | SEISMIC COLLAPSE RISK ASSESSMENT OF T-SHAPED REINFORCED CONCRETE SHEAR WALLS IN CHILE J. Vasquez, P. Heresi | |||||||
| 11:25 - 11:34 | PRELIMINARY APPLICATION OF SIMPLIFIED FRAGILITY MODELLING ON BUDGET ALLOCATIONS FOR BUILDING PORTFOLIO SEISMIC RETROFIT A. Cimmino, R. Gentile, F. Ceroni, N. Caterino | |||||||
| 11:34 - 11:43 | THE CHICKEN AND EGG PROBLEM IN EMPIRICAL FRAGILITY MODELLING AND THE APPROACHES TO SOLVE IT L. Bodenmann, J. Baker, B. Stojadinovic | |||||||
| 11:43 - 11:45 | DISCUSSION | |||||||
| AMBER 6 | ||||||||
| ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 10:30 - 10:45 | CRITERIA FOR THE SELECTION OF STRENGTHENING METHODS IN THE SEISMIC RETROFIT OF RC BUILDINGS S. Antoniou | |||||||
| 10:45 - 10:55 | EXPERIMENTAL TESTING OF NON-DUCTILE RC WALLS WITH AND WITHOUT FRP RETROFIT M. Aliasghar-Mamaghani, A. Albright, I. Koutromanos, J. Murcia Delso, C. Brandetsas, M. Panagiotou | |||||||
| 10:55 - 11:05 | CONCRETE CONFINEMENT WITH SUSTAINABLE HTS-SHCC JACKETS O. Karaghool, G. Thermou, J. Yu | |||||||
| 11:05 - 11:15 | SEISMIC RETROFIT OF REINFORCED CONCRETE FRAMES BY PROGRESSIVELY ENGAGING TENSION ONLY BRACES S. Khosravi, M. Saatcioglu | |||||||
| 11:15 - 11:25 | TEST ON REINFORCED CONCRETE FLEXURAL ELEMENTS WITH LAP SPLICES S. Tastani, S. Pardalopoulos, L. Melidis, K. Katakalos | |||||||
| 11:25 - 11:35 | BOND OF STEEL BARS EMBEDDED IN ULTRA HIGH PERFORMANCE FIBRE REINFORCED CONCRETE A. Lampropoulos, O. Tsioulou, E. Apostolidi, D. Nicolaides, M. Petrou, S. Dritsos | |||||||
| 11:35 - 11:45 | SEISMIC RETROFIT OF A RC BUILDING WITH A DOUBLE-CONCAVE PENDULUM BASE ISOLATION SYSTEM M. Ferraioli, M.G. Castellano, G. Di Lauro, P. Crisci, G. Laezza, F. Formato, A. Lavino | |||||||
| AMBER 7 | ||||||||
| BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
| 10:30 - 10:40 | ENHANCING BRIDGE RESILIENCE AGAINST SUCCESSIVE SEISMIC EVENTS WHILE ENSURING LONG-TERM STRUCTURAL INTEGRITY S. Hao, K. Mosalam | |||||||
| 10:40 - 10:50 | SEISMIC RISK ASSESSMENT FOR PERFORMANCE UPGRADING OF EXISTING RC BRIDGES UNDER EARTHQUAKE SEQUENCES M. Cripstyani, I. Guntorojati | |||||||
| 10:50 - 11:00 | BIM BASED DIGITALIZATION PLATFORM FOR A SMART EXISTING BRIDGE ASSESSMENT APPROACH P. Sattamino, A. Zirpoli | |||||||
| 11:00 - 11:10 | COMPARISON OF BRIDGE STRUCTURE MEMBER SIZES USING FORCE-BASED AND DISPLACEMENT-BASED SEISMIC DESIGN R. Dowell, G. Faraone, R. Fernandes | |||||||
| 11:10 - 11:20 | CYCLIC LOADING TEST ON POST-TENSIONED BRIDGE COLUMN FOR IMPROVING POST-EARTHQUAKE RECOVERY H. Fujioka, S. Fujikura, K. Okuyama, V. Thay, S. Unjoh, H. Watase | |||||||
| 11:20 - 11:30 | SEISMIC RESPONSE CHARACTERISTICS OF BRIDGES CONSIDERING NONLINEARITIES IN MULTIPLE MEMBERS T. Kawamura, K. Fujioka, M. Ohsumi | |||||||
| 11:30 - 11:40 | DETERMINING PRIMARY PARAMETERS FOR NONLINEAR SEISMIC ANALYSIS MODELS OF RC VIADUCTS OVER RAILWAYS D. Yamashita, K. Wada, K. Sakai | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| AMBER 8 | ||||||||
| NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
| 10:30 - 10:40 | SEISMIC PROTECTION OF ELECTRIC CABINETS IN NUCLEAR FACILITIES T. Kwon, K. Erler, R. Bustamante, G. Mosqueda | |||||||
| 10:40 - 10:50 | DERIVATION OF SEISMIC FRAGILITY MODELS FOR ELECTRICAL CABINETS S. Peloso, E. Brunesi, D. Perrone | |||||||
| 10:50 - 11:00 | SEISMIC PERFORMANCE ASSESSMENT OF UNANCHORED MEDICAL EQUIPMENT USING THE CAMERA PROJECTION TECHNIQUE J. Guaman-Cabrera, J.C. de la Llera, D. Mery | |||||||
| 11:00 - 11:10 | MULTI-STOREY BUILDING LOSS FUNCTIONS: THE CONTRIBUTION OF FREE-STANDING BUILDING CONTENTS S. Ramos, V. Silva, R. Vicente | |||||||
| 11:10 - 11:20 | SYSTEMATIC SHAKE TABLE TESTS OF EQUIPMENT ON CASTERS C. Xu, Q. Ma, M. Kurata, S. Beskhyroun | |||||||
| 11:20 - 11:30 | INFLUENCE OF SITE EFFECTS ON SEVERAL FLOOR RESPONSE PARAMETERS OF A STEEL MOMENT-RESISTING FRAME B. Chalarca, C. Grajales-Ortiz | |||||||
| 11:30 - 11:40 | SEISMIC TORSIONAL RESPONSE OF ASYMMETRIC SECONDARY SYSTEMS T. Ishihara | |||||||
| 11:40 - 11:50 | EXPERIMENTS OF IMPACT FORCE CAUSED BY COLLISION OF EXPANSION JOINTS FOR SEISMIC ISOLATED STRUCTURES S. Kishiki, K. Sudo, T. Tsujikawa, A. Nakamura | |||||||
| SUITE 6 | ||||||||
| TNM7 - MULTI-DISCIPLINARY SIMULATIONS AND MONITORING FOR REGIONAL ASSESSMENT AND MANAGEMENT OF DISASTERS | Convenors: M. Kurata, B. Simpson, E. Fischer | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:40 | TOWARDS MULTI-DISCIPLINARY SIMULATIONS/MONITORING TECHNIQUES FOR REGIONAL ASSESSMENT AND MANAGEMENT M. Kurata, B. Simpson, E. Fischer | |||||||
| 10:40 - 10:47 | FOREIGNERS’ PERCEPTION OF MULTI HAZARDS BASED ON THE GREAT KANTO EARTHQUAKE OF 1923 C. Ochiai | |||||||
| 10:47 - 10:54 | REGIONAL PROBABILISTIC FIRE FOLLOWING EARTHQUAKE MODELING FOCUSING ON EMERGING TSUNAMI FIRE HAZARD T. Nishino, T. Miyashita, N. Mori | |||||||
| 10:54 - 11:01 | APPLYING NPS ASSESSMENT TO RESIDENTS' EVALUATION OF EARTHQUAKE-RESISTANT CITY IN JAPAN S. Ohtomo, R. Kimura, K. Nakazawa | |||||||
| 11:01 - 11:08 | DEVELOPMENT OF THE BOSS SYSTEM FOR PROCESS-BASED KNOWLEDGE MANAGEMENT TO SUPPORT LOCAL GOVERNMENT M. Numada | |||||||
| 11:08 - 11:15 | UTILISING RISK ANALYSIS TO PREDICT POST-EARTHQUAKE FUNCTIONALITY OF CRITICAL HEALTHCARE FACILITIES M. Boston, B. Mayer | |||||||
| 11:15 - 11:22 | CEILING DAMAGE AND FUNCTIONAL LOSS MODEL FOR SIMULATING REGIONAL SEISMIC IMPACT ON MEDICAL FACILITY L. Qi, M. Kurata, R. Li, S. Aida, K. Cho, I. Kanao | |||||||
| 11:22 - 11:29 | BAYESIAN ESTIMATION OF BUILDING DAMAGE FOR RAPID SCREENING OF POST-EARTHQUAKE INSPECTIONS K. Hasegawa, A. Kusaka | |||||||
| 11:29 - 11:36 | DEVELOPMENT OF REGIONAL SEISMIC IMPACT MONITORING SYSTEM FOR HOSPITALS R. Inoue, M. Kurata, J. Gipson, C. Kosai, S. Aida, S. Ohtsuru | |||||||
| 11:36 - 11:43 | STUDY ON THE IMPLEMENTATION STATUS OF BCP TRAININGS AND EXERCISES IN COMPANIES K. Nakazawa, S. Ohtomo, R. Kimura | |||||||
| 11:43 - 11:50 | DEVELOPMENT OF AN ACTION MANUAL AND AN EDUCATIONAL PROGRAM FOR COMMERCIAL VEHICLE DRIVERS R. Kimura, Y. Umano, K. Nakazawa, K. Iwasaki | |||||||
| SUITE 7 | ||||||||
| CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
| 10:30 - 10:50 | PROBABILITY OF FAILURE OF DEGRADING STRUCTURES IN SEISMIC ENVIRONMENT C. Nuti, G. Quaranta, I. Vanzi, C. Contiguglia, A. Contento, B. Briseghella, C. Demartino | |||||||
| 10:50 - 11:10 | FRAGILITY ANALYSIS OF CORRODED STRUCTURAL COMPONENTS: FROM LOCAL TO GLOBAL EFFECTS N. El-Joukhadar, F. Dameh, S. Pardalopoulos, S. Pantazopoulou | |||||||
| 11:10 - 11:30 | EFFECTS OF CORROSION AND SSI ON THE SEISMIC VULNERABILITY OF REINFORCED CONCRETE STRUCTURES R. Gómez-Maldonado, M. Nino | |||||||
| 11:30 - 11:45 | INFLUENCE OF INCREASING VARIABILITY OF MECHANICAL PROPERTIES OF CORRODED REBARS ON SEISMIC FRAGILITY Y. Liu, W. Zhang, X. Gu | |||||||
| SUITE 8 | ||||||||
| ASR8 - USE OF TIMBER FOR THE SUSTAINABLE EARTHQUAKE PROTECTION OF EXISTING BUILDINGS | Convenors: I. Giongo, F. Graziotti, D. Bournas | ||||||||
| 10:30 - 10:40 | INTRODUCTION TO THE WORK OF CEN/TC 250/SC 5/AGH TIMBERS STRUCTURES IN EXISTING BUILDING V. Rajcic | |||||||
| 10:40 - 10:50 | DEVELOPMENT OF DESIGN TOOLS FOR PLYWOOD-BASED SEISMIC RETROFITTING OF EXISTING TIMBER FLOORS M. Mirra, A. Gerardini, G. Ravenshorst | |||||||
| 10:50 - 10:59 | EXPLORING THE POTENTIAL OF CLT TIMBER WALLS FOR REPAIRING EARTHQUAKE-DAMAGED RC BUILDINGS H. Alwashali, S. Kumagawa, M. Yamane, C. Quan, K. Jin | |||||||
| 10:59 - 11:08 | DEVELOPING AN INNOVATIVE CONNECTION FOR EXISTING RC BUILDINGS EXTERNALLY RENOVATED BY CLT PANELS J. Branco, Z. Mehdipourpicha, E. Poletti, A. Fontes | |||||||
| 11:08 - 11:17 | SEISMIC RETROFITTING OF THICK EARTHEN WALLS USING TIMBER PLANKS J.C. Reyes, J.P. Smith-Pardo, C.D. Gonzalez, J.D. Sandoval | |||||||
| 11:17 - 11:26 | SUSTAINABLE AND COST EFFECTIVE OUT-OF-PLANE EARTHQUAKE RETROFIT OF URM WALLS R. Hudson, D. Cassol, M. Giaretton, I. Giongo, D. Shedde, J. Ingham, D. Dizhur | |||||||
| 11:26 - 11:36 | THE CONTRIBUTION OF STRENGTHENING ON TIMBER FLOORS TO THE DISTRIBUTION OF SEISMIC ACTIONS ON MASONRY M.R. Valluzzi | |||||||
| 11:36 - 11:45 | TIMBER EXOSKELETONS FOR BUILDING’S RETROFIT: ADVANTAGES, DESIGN CRITERIA, AND STRUCTURAL LAYOUTS A. Marini, J. Zanni, S. Labò, C. Passoni, A. Belleri, E.P. Giuriani, P. Riva | |||||||
| SUITE 9 | ||||||||
| SDM14 - MYTHS AND FALLACIES IN EARTHQUAKE ENGINEERING - A NEW LOOK | Convenor: M. Speicher | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:45 | IT TAKES A DISASTER: LEVERAGING CATASTROPHES AS A NECESSITY TO ACHIEVE SEISMIC RESILIENCE M. Bruneau | |||||||
| 10:45 - 10:57 | BUILDING SEISMIC STABILITY - CODE PROVISIONS VS. INELASTIC BEHAVIOR L. Fahnestock, S. Shi, M. Speicher | |||||||
| 10:57 - 11:09 | REFOCUSING ON DRIFT S. Pujol | |||||||
| 11:09 - 11:21 | MAYBE WE SHOULD LOOK BEFORE WE LEAP T. Paret, P. Shah | |||||||
| 11:21 - 11:33 | MODAL METHODS: A PERSISTENT FALLACY IN SEISMIC ENGINEERING FOR SIX DECADES A. J. Carr, A. M. Puthanpurayil, R. Jury | |||||||
| 11:33 - 11:45 | WAVE PROPAGATION ON BUILDINGS AND ITS COMPARISON WITH TRADITIONAL LINEAR TIME-HISTORY ANALYSIS F. Moreira, R. Saragoni | |||||||
