TUESDAY | 14:30 - 15:45
|
TUESDAY | 14:30 - 15:45 |
|
| 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 | CRITICAL ISSUES AND POSSIBLE STRATEGIES FOR THE SEISMIC NONLINEAR MODELLING OF MASONRY BUILDINGS S. Lagomarsino | |||||||
| 14:55 - 15:05 | THE EF METHOD FOR PUSHOVER ANALYSES OF URM BUILDINGS: LIMITATIONS AND ADVANTAGES AFTER 30 YEARS C.F. Manzini, P. Morandi, G. Magenes | |||||||
| 15:05 - 15:15 | REFINED EQUIVALENT-FRAME MODELLING OF MASONRY BUILDINGS ADDRESSING USUALLY OVERLOOKED ISSUES A. Penna, S. Bracchi, M. Rota | |||||||
| 15:15 - 15:25 | HARMONIZATION OF THE PREDICTED POST-PEAK SEISMIC RESPONSE OF URM STRUCTURES IN FINITE ELEMENT MODELS F. Parisse, V. Buonocunto, G. Camarda, A. Di Primio, A.M. D Altri, L.C. Silva, R. Marques, G. Brandonisio, I. Caliò, G. Camata, P.B. Lourenço, G. Milani, S. de Miranda, F. Parisi, G. Magenes, S. Cattari | |||||||
| 15:25 - 15:35 | PRACTITIONER-ORIENTED COLLAPSED DEBRIS QUANTIFICATION OF EARTHQUAKE-DAMAGED OLD MASONRY CHURCHES L. Davis, M. Cogliano, C. Casotto, G. Grecchi, S. Ozcebe, C. Tsioli, D. Malomo | |||||||
| 15:35 - 15:45 | INFLUENCE OF MODELLING METHODS IN THE ASSESSMENT OF THE SEISMIC BEHAVIOUR OF MASONRY BRICK CHIMNEYS A.A. Costa, J. Pacheco de Almeida, L. Rosière, V. Lopes, J. Miranda Guedes | |||||||
| 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 | RECENT ADVANCEMENTS IN THE DEVELOPMENT OF A ROCKING ISOLATION BEARING SYSTEM FOR BRIDGE STRUCTURES X. He, S. Unjoh, S. Yamazak, T. Noro | |||||||
| 14:41 - 14:52 | VERTICAL ISOLATION RATIO OF BASE-ISOLATED RC STRUCTURES SUBJECTED TO NEAR-FAULT EARTHQUAKES F. Mazza, A. Braile | |||||||
| 14:52 - 15:03 | RETROFITTING BY SEISMIC ISOLATION OF EXISTING BRIDGES: FAST PROCEDURE FOR THE PRELIMINARY DESIGN S. Cattaneo, C. Pettorruso, V. Quaglini | |||||||
| 15:03 - 15:14 | PERFORMANCE SPECTRA FOR HIGH-RISE BUILDINGS WITH UNCOUPLED BASE ROCKING AND SHEAR MECHANISMS F. Tong, C. Christopoulos | |||||||
| 15:14 - 15:25 | THE PERFORMANCE OF A ROLLING PENDULUM ISOLATION SYSTEM SUBJECT TO 3D SEISMIC EXCITATION E. Villalobos Vega, E.N. Vanderheiden, P.S. Harvey | |||||||
| 15:25 - 15:35 | PROPOSAL AND VERIFICATION OF COLLISION ANALYSIS METHOD USING IMPULSE EXTERNAL FORCE. H. Fukui, Y. Mukai, H. Fujitani, G. Mosqueda | |||||||
| 15:35 - 15:45 | SEISMIC ISOLATION AND ENERGY DISSIPATION ENABLING NEW ARCHITECTURE: THE RESILIENT DESIGN OF LACMA A. Diaz, A. Beghini, E. Long | |||||||
| BROWN 1 | ||||||||
| GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 14:30 - 14:31 | INTRODUCTION | |||||||
| 14:31 - 14:41 | RELATIVE SUFFICIENCY OF INTENSITY MEASURES FOR REAL AND SPECTRAL-MATCHED GROUND MOTION RECORDS C. Cantagallo, R. De Risi, M. Terrenzi, G. Camata, E. Spacone | |||||||
| 14:41 - 14:51 | AN INNOVATIVE METHOD FOR SELECTING HAZARD-CONSISTENT GROUND MOTIONS B. Li, Z. Cai, Z. Duan | |||||||
| 14:51 - 15:01 | SEISMIC STATION INSTALLATIONS AND THEIR IMPACT ON THE RECORDED SIGNALS AND DERIVED QUANTITIES S. Castellaro, G. Musinu, G. Alessandrini | |||||||
| 15:01 - 15:11 | SCALING PROPERTIES OF A SOURCE FAULT MODEL WITH DC HIERARCHICAL PATCH STRUCTURE H. Goto | |||||||
| 15:11 - 15:26 | LINKING A UNIFORM HAZARD SPECTRUM TO AN EARTHQUAKE GROUND MOTION SCENARIO R. Paolucci, A. Chiecchio, M. Vanini | |||||||
| 15:26 - 15:41 | UNVEILING THE LINK BETWEEN MECHANICAL COUPLING AND GROUND MOTION FROM FUTURE MEGA EARTHQUAKES J. Crempien, V. Becerra Carreño, C. Fernández, M. Moreno | |||||||
| 15:41 - 15:45 | DISCUSSION | |||||||
| BROWN 2 | ||||||||
| CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
| 14:30 - 14:33 | INTRODUCTION | |||||||
| 14:33 - 14:45 | 3D PRINTED STEEL REINFORCEMENT FOR STRENGTHENING HISTORIC UNREINFORCED MASONRY STRUCTURES M. Mavros, N. Hadjipantelis, I. Ioannou, O. Kontovourkis | |||||||
| 14:45 - 14:57 | EXPERIMENTAL CHARACTERISATION OF STRENGTHENED TIMBER JOIST-CAVITY WALL CONNECTIONS O. Arslan, F. Messali, E. Smyrou, I.E. Bal, J.G. Rots | |||||||
| 14:57 - 15:09 | INFLUENCE OF UNCERTAINTIES ON THE COMPOUND ROCKING FAILURE MECHANISM AFFECTING MASONRY CHURCHES S. Szabó, M.F. Funari, C. Casapulla, M. Chryssanthopoulos, P. Lourenco | |||||||
| 15:09 - 15:21 | THE USE OF ARTIFICIAL NEURAL NETWORKS TO PREDICT THE ROCKING AMPLITUDE OF BLOCK-BASED STRUCTURES A.I. Giouvanidis, S.A. Banimahd, S. Karimzadeh, P.B. Lourenco | |||||||
| 15:21 - 15:33 | OPTIMIZING RETROFITTING SOLUTIONS FOR CHURCH BELL GABLES WITH MULTI-OBJECTIVE ALGORITHMS B. Ghaffarpasand, S. Degli Abbati, S. Cattari, S. Lagomarsino | |||||||
| 15:33 - 15:45 | PREDICTIVE MODELS FOR THE COMPRESSIVE STRENGTH AND ULTIMATE STRAIN OF FRCM CONFINED MASONRY A. Napoli, R. Realfonzo | |||||||
| AMBER 1 | ||||||||
| CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION | Convenors: A. Palermo, M. Li | ||||||||
| 14:30 - 14:38 | A NOVEL INTER-STORY ISOLATION SYSTEM FOR CROSS-LAMINATED TIMBER (CLT) PLATFORM CONSTRUCTION R. Lal, A. Hashemi, P. Quenneville | |||||||
| 14:38 - 14:46 | ASSESSING SEISMIC PERFORMANCE OF HYBRID CLT AND RC STRUCTURES: A STRUT WIDTH APPROACH K. Kanemitsu, S. Kumagawa, M. Yamane, H. Alwashali, C. Quan, K. Jin | |||||||
| 14:46 - 14:54 | CLT-SHEAR WALL CONNECTED WITH STEEL BAR-TIMBER COMPOSITE COLUMN DISSIPATING HIGH-ENERGY T. Suyama, R. Kawasaki, R. Kamimakise, S. Shioya | |||||||
| 14:54 - 15:02 | CONTROLLED-BUCKLING REPLACEABLE CONNECTION FOR MASS TIMBER MOMENT RESISTING FRAMES F. Cattani, E. Chavez, G. Lomiento | |||||||
| 15:02 - 15:10 | DEVELOPING AN APPLICATION FOR MASS TIMBER PLY PANELS (MPP) IN SEISMIC AND ENERGY WALL RETROFIT G. Orozco, A. Barbosa, M. Fretz, J. Stenson, J. Sheine | |||||||
| 15:10 - 15:18 | ESTIMATING FIRST AND HIGHER-MODE EFFECTS FOR THE DESIGN OF ROCKING MASS TIMBER WALLS WITH CONTROLLED OVERTURNING MOMENTS L. Pieroni, G.A. Araújo Rodríguez, B. Simpson, F. Freddi, P. Mishra, P. Uarac, A. Barbosa, A. Sinha, J.W. van de Lindt, N. Brown | |||||||
| 15:18 - 15:26 | EXPERIMENTAL STUDY OF SELF-CENTERING CLT WALLS WITH REPLACEABLE COUPLING BEAMS J. Liu, X. Wang, H. Zheng, F. Lam, Z. Li | |||||||
| 15:26 - 15:34 | IMMERSIVE MULTI-PERFORMANCE PARAMETRIC FRAMEWORK TO ENHANCE LOW-DAMAGE TIMBER BUILDINGS DESIGN G. Formichetti, G. Loporcaro, S. Pampanin | |||||||
| 15:34 - 15:42 | MULTIOBJECTIVE OPTIMIZATION OF A COUPLED WALL SYSTEM FOR TALL TIMBER BUILDINGS Y. Miyazu, C. Loss | |||||||
| 15:42 - 15:50 | QUASI-STATIC REVERSED CYCLIC TESTS ON TWO-STOREY CLT HOUSES M. Masroor, S. Gheisary, Y. Pan, T. Tannert | |||||||
| AMBER 2 | ||||||||
| IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
| 14:30 - 14:40 | TESTING OF SEISMIC ISOLATORS M. Constantinou | |||||||
| 14:40 - 14:45 | STATISTICAL ANALYSIS OF THE EXPERIMENTAL RESPONSE OF FULL-SCALE SEISMIC PROTECTION DEVICES M. Furinghetti, P. Dubini, C. Curti, M. Bazzini, S. Reale, A. Pavese | |||||||
| 14:45 - 14:55 | HYBRID TESTING WITH MODEL UPDATING OF A BRIDGE WITH SEISMIC ISOLATION INCORPORATING ROTATION M.C. Lopez Ruiz, M. Cheng, T. Becker | |||||||
| 14:55 - 15:05 | DESIGN AND SHAKE TABLE TESTING OF 3-D SEISMIC ISOLATION FOR CRITICAL EQUIPMENT I. Aiken, C. Black, B. Lawrence, A. Zhang, N. Cheang, M. Mohammed, A. Ibrahim, P. McLean | |||||||
| 15:05 - 15:15 | A PASSIVE CONTROL SYSTEM BASED ON DOUBLE U-SHAPED METAL ELEMENTS: REAL CASES, DESIGN AND DEVELOPMENT M.C. Castino, A.M. Cicalese | |||||||
| 15:15 - 15:25 | BASE ISOLATION AND SUPPLEMENTAL ENERGY DISSIPATION: A BIG STEP TOWARD RESILIENT STRUCTURES M. Sartori | |||||||
| 15:25 - 15:32 | MODEL-BASED DESIGN AND EXPERIMENTAL VERIFICATION OF ADAPTIVE CURVED SURFACE SLIDER SIP®-ADAPTIVE F. Weber, F. Bomholt, P. Huber, C. Braun | |||||||
| 15:32 - 15:39 | TEMPORARY CONNECTION DEVICES ACCORDING TO EN15129: STUDY OF THE CURRENT EUROPEAN TESTING STANDARD. S. Infanti, A.E. Pigouni | |||||||
| 15:39 - 15:45 | OVER-STROKE EFFECTS ON SEISMIC FRAGILITY OF RC FRAME BUILDINGS RETROFITTED WITH DCCSS ISOLATORS N. Lamarucciola, A. Di Cesare, F. Daraio, F.C. Ponzo | |||||||
| AMBER 3 | ||||||||
| SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenors: M. Celebi, M. Kohler | ||||||||
| 14:30 - 14:40 | A STRUCTURAL HEALTH MONITORING SYSTEM USING MODIFIED CUBIC SPLINE INTERPOLATION METHOD T. Komatsubara, D. Feng, T. Nakagawa, R. Tanaka | |||||||
| 14:40 - 14:50 | SHM OF CONCRETE DAMS WITH SWELLING. TIME EFFECT ON NATURAL FREQUENCY HISTORIES: HST-FE MODELS S. Oliveira, M. Rodrigues, A. Alegre, P. Mendes, E. Carvalho, B. Matsinhe, J. Proença | |||||||
| 14:50 - 15:00 | RECENT SENSOR NETWORK DEVELOPMENTS FOR OPTICALLY-BASED BUILDING DRIFT SENSORS D. McCallen, V. Quinto, P. Laplace, F. Petrone | |||||||
| 15:00 - 15:10 | FRIBAS, A DATABASE OF 313 RC AND URM BUILDINGS: TOWARD SPECIFIC T-H RELATIONSHIPS M.R. Gallipoli, B. Petrovic, G. Calamita, N. Tragni, C. Scaini, C. Barnaba, M. Vona, S. Parolai | |||||||
| 15:10 - 15:20 | THE EFFECTS OF WEATHER ON THE VIBRATIONAL FREQUENCIES OF AN INSTRUMENTED 50-STORY SKYSCRAPER A. Aihemaiti, M. Todorovska, M. Trifunac, L. Cruz, L. Guoliang, J. Cui | |||||||
| 15:20 - 15:30 | LINEAR AND NONLINEAR SIMPLIFIED MODELS IN SEISMIC STRUCTURAL HEALTH MONITORING E. Aytulun, S. Soyöz | |||||||
| 15:30 - 15:40 | UPDATING FINITE ELEMENT MODELS FOR STRUCTURAL MONITORING: CASE STUDIES FROM THE OSS F. Bocchi, S. Gabriele, G. Occhipinti, A. Petrizzo, D. Spina | |||||||
| 15:40 - 15:50 | OPTICAL FIBER SENSING FOR POST-EARTHQUAKE DAMAGE ASSESSMENT OF RC MOMENT FRAMES H. Liu, E. Opabola, M. DeJong | |||||||
| AMBER 4 | ||||||||
| TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
| 14:30 - 14:32 | INTRODUCTION | |||||||
| 14:32 - 14:42 | SEISMIC FRAGILITY OF SOME ITALIAN RC BUILDING TYPES ACCOUNTING FOR SEISMICALLY INDUCED DISPLACEMENTS A. Masi, E. Acconcia, V. Manfredi, F. Parisi | |||||||
| 14:42 - 14:52 | CUMULATIVE DAMAGE ASSESSMENT OF COASTAL BRIDGES UNDER SEQUENTIAL EARTHQUAKE AND TSUNAMI EVENTS R. Feng, D. Zhu, Y. Dong, D. Frangopol | |||||||
| 14:52 - 15:02 | AN INDICATOR-BASED MULTI-HAZARD RISK ASSESSMENT FRAMEWORK FOR URBAN-SCALE APPLICATIONS D. Skoulidou, A. Kazantzi | |||||||
| 15:02 - 15:12 | AN INDEX-BASED METHODOLOGY FOR MULTI-HAZARD RISK ASSESSMENT OF BRIDGE PORTFOLIOS L.A. Grieco, N. Scattarreggia, R. Monterio, F. Parisi | |||||||
| 15:12 - 15:22 | DAMAGE STATE-DEPENDENT FRAGILITY MODELS FOR RC BUILDINGS EXPOSED TO FLOOD AND SEISMIC HAZARDS P. Gehl, K. Trevlopoulos, C. Negulescu | |||||||
| 15:22 - 15:32 | RISK ASSESSMENT OF LOW-RISE STEEL BUILDINGS EXPOSED TO POST-EARTHQUAKE FIRE G. Saed, G. Balomenos, A. Genikomsou, M. Tait | |||||||
| 15:32 - 15:42 | LIFE-CYCLE CONSEQUENCE ANALYSIS OF TRANSPORTATION INFRASTRUCTURE SYSTEMS SUBJECT TO MULTIPLE HAZARDS K. Otárola, L. Iannacone, R. Gentile, C. Galasso | |||||||
| 15:42 - 15:45 | DISCUSSION | |||||||
| AMBER 5 | ||||||||
| SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
| 14:30 - 14:43 | IMPACTS OF CLUSTERING EVENTS ON PROBABILISTIC SEISMIC HAZARD ASSESSMENT: A CASE STUDY IN TAIWAN C. Chan, H. Huang, Y. Hsu | |||||||
| 14:43 - 14:55 | RECENT DEVELOPMENT OF SEISMIC SOURCE AND HAZARD MAPS OF INDONESIA FOR EARTHQUAKE RESISTANT DESIGN M. Irsyam, S. Widiyantoro, L. Faizal, N.R. Hanifa, D.H. Natawidjaja, W. Triyoso, A.D. Nugraha, I. Meilano, M. Asrurifak, S. Pramono, F. Aldiamar, H. Hendarto, E. Gunawan, S. Rosalia, P. Supendi, M. Daryono, A. Patria, S. Ariwibowo, S. Sapiie, G.H. Pramono, A. Agustan, C. Pratama, S. Rahmadani, A.F. Shomim, D. Herfiani, P.R. Cummins, W. Sengara, M. Pagani, E. Hussain, H. Hendriyawan | |||||||
| 14:55 - 15:05 | 2023 U.S. 50-STATE NATIONAL SEISMIC HAZARD MODEL M. Petersen, A. Shumway, P. Powers, K. Milner, M. Moschetti, K. Jaiswal, J. Altekruz, K. Rukstales, S. Rezaeian, O. Boyd, J. Rubinstein, A. Llenos, D. Girot, J. Herrick, N. Kwong | |||||||
| 15:05 - 15:15 | THE 2022 NEW ZEALAND NATIONAL SEISMIC HAZARD MODEL REVISION M. Gerstenberger, S. Bora, B. Bradley, C. DiCaprio, A. Kaiser, A. Nicol, M. Stirling, K. Thingbaijam, R. Van Dissen | |||||||
| 15:15 - 15:25 | A COMPREHENSIVE FOURIER-BASED PSHA OF MEXICO CITY M. Ordaz, D. Arroyo, S.K. Singh, M. Salgado-Gálvez | |||||||
| 15:25 - 15:35 | PSHA APPLIED IN CENTRAL AMERICA USING SOURCE HYBRID MODELS. SENSITIVITY ANALYSIS OF RESULTS. C. Gamboa-Canté, A. Rivas-Medina, M. Arroyo-Solórzano, B. Benito | |||||||
| 15:35 - 15:45 | MODELING TIME DEPENDENT EARTHQUAKE OCCURRENCES ON FAULTS: EXAMPLES FROM RECENT PSHA STUDIES V. Montaldo Falero, R. Youngs | |||||||
| AMBER 6 | ||||||||
| ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 14:30 - 14:45 | CHALLENGES IN RETROFITTING DUCTILE REINFORCED CONCRETE MOMENT-FRAMES D. Pettinga, A. Russell, M. Davies | |||||||
| 14:45 - 14:55 | EVALUATION OF SEISMIC ISOLATION RETROFIT FOLLOWING EARLY DESIGN STANDARDS R. Bustamante, K. Erler, C. Sepulveda, G. Mosqueda, M. Del Carpio, M. Hershberg, J. Lopez, K.J. Elwood | |||||||
| 14:55 - 15:05 | SEISMIC ASSESSMENT AND RETROFIT OF A MULTISTOREY HERITAGE RC BUILDING WITH TAPERED COLUMNS A. Georgiou, A. Papakonstantinou, I. Ioannou | |||||||
| 15:05 - 15:15 | RELIABILITY-BASED SEISMIC RETROFITTING OPTIMIZATION FOR NON-DUCTILE REINFORCED CONCRETE STRUCTURES A.P. Sberna, A. Deb, F. Di Trapani, J.P. Conte | |||||||
| 15:15 - 15:25 | BIAXIAL BEHAVIOUR OF RC COLUMNS BUILT WITH PLAIN REBARS J. Melo, H. Varum, A. Arede, T. Rossetto | |||||||
| 15:25 - 15:35 | SEISMIC UPGRADE OF THE CANADIAN PARLIAMENT BUILDING D. Arnold, D. Carson, J. Sherstobitoff, J. Koop, C. Mohammadi | |||||||
| 15:35 - 15:45 | BRIEF RECOMMENDATIONS ADDRESSING RC BUILDINGS AFFECTED BY EARTHQUAKES B. Ozturk, C. Donmez, J.D. Dowgala, A. Irfanoglu, S. Pujol, P. Shah | |||||||
| AMBER 7 | ||||||||
| BCI8 - THE RENAISSANCE OF ACCELERATED BRIDGE CONSTRUCTION: THE EASIEST PATHWAY TO BUILD SEISMIC RESILIENCE | Convenors: A. Palermo, M. Mashal | ||||||||
| 14:30 - 14:40 | DESIGN AND NUMERICAL EVALUATION OF HYBRID ISOLATED-ROCKING PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS F. Ebrahimi, M. Salehi, E. Mohammadi, V. Broujerdian | |||||||
| 14:40 - 14:50 | DESIGN OF PRESTRESSED, JOINTED COLUMNS FOR ACCELERATED CONSTRUCTION AND ENHANCED SEISMIC PERFORMANCE T. Thonstad, M. Eberhard, J. Stanton | |||||||
| 14:50 - 15:00 | DEVELOPMENT OF A PRECAST ABUTMENT CONNECTION SUITABLE FOR RAPID CONSTRUCTION IN SEISMIC ZONES O.S. Haraldsson, B. Bessason, C.Y. Tsai, F. Sigurjonsson, I. Ólafsson, H.S. Ólafsson | |||||||
| 15:00 - 15:09 | ULTRA HIGH-PERFORMANCE CONCRETE (UHPC) JACKETING FOR THE SEISMIC RETROFIT OF BRIDGE PIERS M. Acharya, K. Hogarth, A. Ebrahimpour, M. Mashal | |||||||
| 15:09 - 15:18 | EXTERNAL SOCKET CONNECTIONS FOR THE SEISMIC DESIGN OF BRIDGES J.A. Samayoa, G.T. Proestos, M.J. Kowalsky | |||||||
| 15:18 - 15:27 | NOVEL ABC SYSTEMS ENABLING SELF-REPAIRING AND DECONSTRUCTION THROUGH ADDITIVE CONSTRUCTION I. Mantawy, A. Mackin, J. Migliorino, H. Shaker | |||||||
| 15:27 - 15:36 | PRECAST CONCRETE STAY-IN-PLACE FORMWORK TO PREVENT LOSS OF SEISMIC RESISTANCE DUE TO CORROSION H. Wang, P. Okumus, R. Ranade | |||||||
| 15:36 - 15:45 | SEISMIC VULNERABILITY ASSESMENT OF PRECAST POST-TENSIONED SEGMENTAL PIERS S. Kocakaplan, E. Ahmadi, M.M. Kashani | |||||||
| AMBER 8 | ||||||||
| NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
| 14:30 - 14:40 | SIMULATED RESPONSE OF A FIRESTOPPING PIPE PENETRATION UNDER REAL SEISMIC-INDUCED FLOOR MOTIONS Z. Ye, R.P. Dhakal, A.K. Abu | |||||||
| 14:40 - 14:50 | SHAKE TABLE TESTS OF SUSPENDED FIRE PROTECTION PIPING SYSTEMS G. Magliulo, D. D Angela, M. Zito, G. Maddaloni, M.R. Pecce, M. Esposito, F. Gambi, A. Di Pauli, A. Prota | |||||||
| 14:50 - 15:00 | EXPERIMENTS ON THE STRUCTURAL BEHAVIOR OF SUSPENSION SUPPORT MEMBERS IN BUILDING EQUIPMENT I. Hirano, S. Kishiki, M. Kurosawa | |||||||
| 15:00 - 15:10 | CAPACITY EVALUATION OF CONTINUOUS-PLASTERBOARD SUSPENDED CEILING-PERIMETER CONNECTIONS V. Patnana, D.C. Rai | |||||||
| 15:10 - 15:20 | EXPERIMENTAL SEISMIC TESTING OF SUSPENDED CEILINGS USING FLOOR MOTIONS OF SUPER-TALL BUILDINGS C. Flude, D. Lau, J. Erochko | |||||||
| 15:20 - 15:30 | SEISMIC BEHAVIOR OF DISCONTINUOUS SUSPENDED CEILING SYSTEMS CONSIDERING UNCERTAINTY FACTORS Y.L. Huang, H.J. Jiang | |||||||
| 15:30 - 15:40 | EFFECT OF NON-STRUCTURAL ELEMENT SEISMIC CLASSIFICATION IN SEISMIC LOSS ASSESSMENT R.J. Merino, G. Mucedero, D. Perrone, R. Monteiro, R. Nascimbene, A. Filiatrault | |||||||
| 15:40 - 15:50 | SEISMIC FRAGILITY OF NONSTRUCTURAL ELEMENTS MODELLED AS NONLINEAR SINGLE-DEGREE-OF-FREEDOM SYSTEMS D. D Angela, G. Magliulo, M. Zito, F.M. Calenzo | |||||||
| SUITE 6 | ||||||||
| RES7 - A MODEL FOR UNDERSTANDING AND ADDRESSING SEISMIC RISK IN VULNERABLE HOUSING. CASE STUDY: COLOMBIA. | Convenors: A. Pavan, J.A. Oviedo Amézquita | ||||||||
| 14:30 - 14:32 | INTRODUCTION | |||||||
| 14:32 - 14:39 | EXPOSURE AND VULNERABILITY OF INFORMAL HOUSING STOCK IN COLOMBIA J.C. Reyes, H. Perez, M.G. Mora, J.A. Valcarcel, M.M. Arcila | |||||||
| 14:39 - 14:46 | BEYOND EARTHQUAKE RISK: NATIONAL ATLAS AND MULTIHAZARD RISK ASSESSMENT UNDER A CHANGING CLIMATE O.D. Cardona, G.A. Bernal, M.C. Marulanda, P.M. Marulanda, D.F. Rincon, S. Grajales, C.P. Villegas, D.M. Gonzalez, J.F. Molina, S.A. Herrera | |||||||
| 14:46 - 14:53 | EFFECT OF STRUCTURAL CONFIGURATION ON FRAGILITY ASSESSMENT OF CONFINED MASONRY HOUSES IN COLOMBIA J. Orjuela Mejia, J. Piedrahita, J. Archbold, J. Carrillo | |||||||
| 14:53 - 15:00 | SEISMIC RISK PROFILE DEFINITION FOR VULNERABLE HOUSING STOCK IN COLOMBIA A. Acevedo, S. Carrascal, D. Gonzalez | |||||||
| 15:00 - 15:05 | DISCUSSION | |||||||
| 15:05 - 15:12 | AIS 410-23 EVALUATION AND REDUCTION OF SEISMIC VULNERABILITY IN MASONRY HOUSES A. Pavan, F.A. Lamus-Baez, S. Andrade-Pardo, J.A. Oviedo-Amezquita, J. Upegui-Jaramillo, S. Jerez, N. Torres, J.J. Alvarez Enciso | |||||||
| 15:12 - 15:19 | SEISMIC VULNERABILITY OF INFORMAL HOUSING: EXPERIMENTAL TESTS ON UNREINFORCED AND REINFORCED MASONRY S.R. Jerez Barbosa, N. Torres, F. Lamus, J.C. Reyes Ortiz, A. Pavan, R. Cruz, J. Carrillo | |||||||
| 15:19 - 15:26 | REDUCING SEISMIC RISK IN INFORMAL HOUSING IN COLOMBIA: IMPLEMENTATION EXPERIENCES AND CHALLENGES S. Andrade-Pardo, A. Pavan, M.L.B. Collins, D. Narvaez, C. Barbosa, E. Diaz-Sossa | |||||||
| 15:26 - 15:33 | SEISMIC PERFORMANCE ASSESSMENT OF AN INCREMENTALLY CONSTRUCTED HOUSE IN COLOMBIA D. Feliciano, D. Novoa, O. Arroyo, J. Carrillo, A. Liel | |||||||
| 15:33 - 15:45 | DISCUSSION | |||||||
| SUITE 7 | ||||||||
| RES9 - ADVANCES IN SEISMIC RESILIENCE RESEARCH - COMMEMORATING 70TH ANNIVERSARY OF IEM, CEA | Convenors: T. Wang, S. Li, Z. Qu | ||||||||
| 14:30 - 14:45 | RESILIENCE AND RESTORATION TIME OF URBAN GAS NETWORKS AFTER EARTHQUAKES M. De Iuliis, A. Cardoni, G.P. Cimellaro | |||||||
| 14:45 - 15:00 | WHY TRADITIONAL TIMBER FRAMES WITH INFILLS STAND UP A. Dutu | |||||||
| 15:00 - 15:15 | THE TYPES, HAZARDS ASSESSMENTS AND RESILIENT PREVENTION OF RARE EARTHQUAKE-INDUCED LANDSLIDES L. Wang, J. Bo, X. Ma, Y. Zhu, S. Chai, P. Wang | |||||||
| 15:15 - 15:25 | CHINESE METHOD FOR EVALUATING LIQUEFACTION POTENTIAL OF GRAVELLY SOILS X. Yuan, Z. Cao, L. Chen, H. Liu, J. Yuan, Q. Zhao | |||||||
| 15:25 - 15:35 | A QUANTITATIVE EVALUATION FRAMEWORK FOR SEISMIC RESILIENCE OF WATER SUPPLY SYSTEMS H. Wu, E. Guo, P. Yan | |||||||
| 15:35 - 15:45 | SEISMIC RESILIENCE ASSESSMENT OF TRANSPORTATION ROAD NETWORKS BASED ON TIME-VARYING FUNCTIONAL INDEX S. Fang, H. Bu, H. Jiang | |||||||
| SUITE 8 | ||||||||
| ASR6 - REPAIR & STRENGTHENING OF RC STRUCTURES: BEHAVIOUR, MODELLING AND DESIGN OF INTERFACES | Convenors: V. Palieraki, E. Vintzileou | ||||||||
| 14:30 - 14:38 | CALCULATION OF THE RESISTANCE OF HORIZONTAL INTERFACES WITHIN FLEXURAL MEMBERS V. Palieraki, E. Vintzileou, G. Genesio, L. Karagiorgou | |||||||
| 14:38 - 14:47 | EFFECT OF SIZE ON THE SHEAR STRENGTH BETWEEN OLD TO NEW CONCRETE INTERFACE S. Cattaneo, P. Crespi, M. Scamardo, L. Biolzi | |||||||
| 14:47 - 14:57 | INTERFACE INTERACTION BETWEEN SHCC AND NORMAL-STRENGTH CONCRETE A. I. Ioannou, D. C. Charmpis, M. F. Petrou, S. J. Pantazopoulou | |||||||
| 14:57 - 15:07 | STUDY OF THE INTERFACE BETWEEN CONCRETE AND MICRO-CONCRETE FOR JACKETING OF STRUCTURAL MEMBERS V. T. Unni, K. Murugan, A. K. Sengupta, K. Kirupakaran | |||||||
| 15:07 - 15:16 | RETROFITTING OF BRIDGE WITH CONCRETE OVERLAY: EC2 VS TR066 INTERFACE DESIGN P. Crespi, S. Cattaneo, M. Scamardo | |||||||
| 15:16 - 15:26 | REPAIR OF A HEAVILY DAMAGED C-SHAPED RC WALL S. Rodriguez-Sanchez, M.E. Unal, E. Ahlberg, J.W. Wallace | |||||||
| 15:26 - 15:35 | EXPERIMENTAL AND ANALYTICAL EVALUATION OF RC WALLS WITH CONCRETE RETROFIT OVERLAYS A. Albright, I. Koutromanos, J. Murcia-Delso, B. Pulido | |||||||
| 15:35 - 15:45 | SEISMIC PERFORMANCE OF BEAM-COLUMN JOINTS STRENGTHENED WITH HYBRID FIBRE-REINFORCED POLYMER LAMINATE G. Sivasankara Pillai, S. Marimuthu | |||||||
| SUITE 9 | ||||||||
| AIM2 - MACHINE LEARNING AND AI METHODS FOR RISK ANALYSIS OF MAJOR HAZARD PROCESS FACILITIES | Convenors: F. Paolacci, O. Bursi, M. Fragiadakis | ||||||||
| 14:30 - 14:45 | USING MACHINE LEARNING TO PREDICT COLLAPSE OF STEEL STRUCTURES UNDER SEISMIC LOADING P. Gaire, L. Ibarra | |||||||
| 14:45 - 15:00 | PROPOSAL OF AN ANN-BASED FRAMEWORK FOR A RAPID SEISMIC RISK ASSESSMENT OF MAJOR-HAZARD INDUSTRIAL PL G. Quinci, F. Paolacci, M. Fragiadakis, H.N. Phan, P.H. Hoang | |||||||
| 15:00 - 15:15 | STATE-DEPENDENT SEISMIC FRAGILITY ANALYSIS FOR VERTICAL TANKS IN INDUSTRIAL SUBSTRUCTURES C. Nardin, O.S. Bursi, M. Broccardo, S. Marelli, B. Sudret | |||||||
| 15:15 - 15:30 | A SMART TOOL FOR OPTIMAL ROUTING OF OFFSHORE LIFELINES AGAINST EARTHQUAKE-RELATED GEOHAZARDS N. Makrakis, P. Psarropoulos, Y. Tsompanakis, G. Kougianos | |||||||
| 15:30 - 15:45 | PREDICTING TSUNAMI MAGNITUDE (MT) IN THE INDO PACIFIC REGION USING MACHINE LEARNING N. Sabah, D. Shanker | |||||||
