MONDAY | 10:30 - 11:45
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MONDAY | 10:30 - 11:45 |
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| SPACE 1 | ||||||||
| SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic | ||||||||
| 10:30 - 10:32 | INTRODUCTION | |||||||
| 10:32 - 10:40 | STRATEGIES FOR THE NONLINEAR SEISMIC MODELLING OF MASONRY BUILDINGS IN AGGREGATE G. Uva, S. Casolo | |||||||
| 10:40 - 10:48 | NONLINEAR MACRO-ELEMENT FOR VERTICAL AND BATTER PILE GROUPS M. Cemalovic, J.B. Husebø, A.M. Kaynia | |||||||
| 10:48 - 10:56 | SEISMIC ASSESSMENT OF EXISTING CIRCULAR HOLLOW RC PIERS SUBJECTED TO CORROSION THROUGH NLFEA B. Belletti, B. Calcavecchia, E. Michelini, S. Ravasini | |||||||
| 10:56 - 11:04 | NONLINEAR MODELLING OF STEEL WIDE-FLANGE COLUMNS: FRONTIERS AND PROSPECTS FOR FUTURE DEVELOPMENTS O. Moammer, A. Imanpour, R. Tremblay | |||||||
| 11:04 - 11:12 | FULLY AUTOMATED ASCE-41-CONFORMING ELEMENT FOR THREE-DIMENSIONAL ANALYSIS OF RC WALLS K. Kolozvari, D. Bech, S. Oliver, B. Tremayne, S. Mazzoni | |||||||
| 11:12 - 11:20 | A FAMILY OF DAMAGE-PLASTICITY FRAME ELEMENTS WITH STRENGTH AND STIFFNESS DETERIORATION J. Cohen, F.C. Filippou | |||||||
| 11:20 - 11:28 | ENERGY DISSIPATION AND DAMAGE EVOLUTION CONSIDERATIONS IN THE INELASTIC TRANSIENT RESPONSE OF FRAMES F.C. Filippou, J. Cohen | |||||||
| 11:28 - 11:36 | A COMPARATIVE STUDY OF SIMPLIFIED MODELS AND COMPLEX 3D DSSI ANALYSIS FOR MONOPILE-SUPPORTED OWTS D. Gallese, J. Go, J. Sasaki, Z. Lubkowski | |||||||
| 11:36 - 11:45 | DISCUSSION | |||||||
| SPACE 3 | ||||||||
| IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 10:30 - 10:39 | A 3 ELEMENT MODEL FOR THE DAMAGE CONTROLLED DESIGN: THE CASE STUDY OF THE FAZZINI COLLEGE L. Gioiella, F. Micozzi, L. Ragni, A. Dall Asta | |||||||
| 10:39 - 10:49 | A NOVEL ACTIVE CONTROL SYSTEM FOR THE SEISMIC PROTECTION OF STRUCTURES: TECHNOLOGY AND APPLICATION F. Menardo, G. Rebecchi, M. Rosti, S. Cii, G. Ducoli, G. D Agostino, A. Bussini, P.M. Calvi, M. Lenzi | |||||||
| 10:49 - 10:59 | ANALYTICAL SIMULATION OF TLD AND ASSESSING THE EFFECTS OF TLD ON THE RESIDUAL DISPLACEMENT B. Dag, M. Borekci | |||||||
| 10:59 - 11:08 | ASSESSMENT OF STRUCTURES EQUIPPED WITH TWO NEW AXIAL METALLIC AND VISCOPLASTIC DAMPERS M. Ghandil, H. Tajmir Riahi, F. Behnamfar | |||||||
| 11:08 - 11:18 | BEHAVIOR OF PENDULUM DAMPER STRUCTURES UNDER THE EFFECT OF EARTHQUAKE AND HARMONIC LOADS B. Ozturk, Y.E. Kebeli, E. Aydin, H. Cetin | |||||||
| 11:18 - 11:27 | DESIGN OF NEW OPTIMAL PASSIVE NON-DETUNING MASS DAMPER L. Martinelli, G. Grillo | |||||||
| 11:27 - 11:36 | BUILDING POUNDING ASSESSMENT AND ITS MITIGATION STRATEGIES N. Mohan, P. Banerji | |||||||
| 11:36 - 11:45 | EFFECT OF UNCERTAINTY IN RC WALLS ON SEISMIC RESPONSES OF BUILDINGS WITH FORCE-LIMITING CONNECTIONS C.F. Mayorga, G. Tsampras | |||||||
| BROWN 1 | ||||||||
| GRM5 - RECENT ADVANCES IN EARTHQUAKE GROUND MOTION MODELING | Convenors: Y. Bozorgnia, A. Kottke, J. Donahue | ||||||||
| 10:30 - 10:38 | AN OVERVIEW OF A NEW INITIATIVE: NGA-WEST3 RESEARCH PROGRAM Y. Bozorgnia, N. Abrahamson, L. Alatic, G. Atkinson, D. Boore, T. Buckreis, K. Campbell, B. Chiou, J. Donahue, N. Gregor, Z. Gulerce, I. Idriss, T. Kishida, A. Kottke, N. Kuehn, M. Li, G. Parker, J. Stewart, K. Sung, R. Youngs | |||||||
| 10:38 - 10:48 | A GENERAL FRAMEWORK FOR MODELING SUBREGIONAL PATH EFFECTS T.E. Buckreis, P. Wang, S.J. Brandenberg, J.P. Stewart | |||||||
| 10:48 - 10:58 | CORRELATION OF NON-ERGODIC PATH EFFECTS FOR INTENSITY AND GROUND-MOTION DATA C.H. Sung, N. Abrahamson | |||||||
| 10:58 - 11:08 | COMPARISONS OF SITE RESPONSE MODELS FOR GROUND-MOTION PREDICTION EQUATIONS FOR SUBDUCTION EARTHQUAKE J.X. Zhao, Y. Liu, J. Chen, R. Hou, S. Bai | |||||||
| 11:08 - 11:18 | IMPLEMENTATION OF RECENT DIRECTIVITY MODELS FOR PROBABILISTIC SEISMIC HAZARD ANALYSIS OF CALIFORNIA L. Al Atik, N. Gregor, S. Mazzoni, Y. Bozorgnia | |||||||
| 11:18 - 11:28 | DIRECTIVITY MODELS ISSUES AND IMPLEMENTATIONS IN COMPLEX FAULT SYSTEMS B. Rowshandel, J. Maffei | |||||||
| 11:28 - 11:38 | GROUND MOTION MODELS FOR THE NGA-WEST2 DATASET USING MACHINE LEARNING S. Pezeshk, F. Sedaghati | |||||||
| 11:38 - 11:48 | EFFECT OF LONG-DURATION ON SPECTRAL AMPLITUDE AND ITS EMPIRICAL MODELING FOR DESIGN INPUT MOTION H. Kawase, E. Ito, K. Nakano, Z. Wang | |||||||
| BROWN 2 | ||||||||
| CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 10:30 - 10:45 | INTRODUCTION | |||||||
| 10:45 - 11:00 | SCALING WALLS: CHALLENGES FOR RESEARCH AND PRACTICE J. Wallace | |||||||
| 11:00 - 11:15 | DESIGN AND DETAILING OF RC WALLS ACCORDING TO EN 1998 (EUROCODE 8) H. Varum | |||||||
| 11:15 - 11:30 | NONLINEAR MODELING AND RESPONSE SIMULATION OF REINFORCED CONCRETE WALLS UNDER GENERALIZED LOADING CONDITIONS K. Orackal | |||||||
| 11:30 - 11:45 | HOW NONLINEAR THINKING SHOULD CHANGE THE ENGINEER’S DESIGN PROCESS FOR CONCRETE WALL BUILDINGS J. Maffei | |||||||
| AMBER 1 | ||||||||
| BCI11 - SEISMIC REHABILITATION AND RETROFITTING OF BRIDGES | Convenors: A. Kapppos, K. Mackie, A. Sextos | ||||||||
| 10:30 - 10:40 | SEISMIC RETROFITTING OF BRIDGE PIERS USING UHPC Z. Ralli, R. Salazar Gonzalez, K. Tsiotsias, S. Pantazopoulou | |||||||
| 10:40 - 10:50 | SELF-CENTERING TECHNIQUE FOR EXISTING CONCRETE BRIDGE COLUMNS USING PRESTRESSED FE-SMA REBARS S. Raza, R. Widmann, J. Michels, M. Motavalli, M. Shahverdi | |||||||
| 10:50 - 11:00 | ASSESSMENT OF SMA-REINFORCED CONCRETE JACKETING IN MITIGATING DAMAGE LEVELS OF MODERN RC BRIDGES M. Cetinkaya, E. Tasdemir, J. Zhang, M. Saiidi, E. Taciroglu | |||||||
| 11:00 - 11:10 | CYCLIC TESTS AND RETROFIT STRATEGIES FOR PRECAST TWO-COLUMN BENTS OF RAILWAY BRIDGES. L. Carvalho, M. Pimentel, P. Delgado, A. Arêde, N. Vila Pouca, J.R. Pinto | |||||||
| 11:10 - 11:20 | CASE STUDIES ON THE SEISMIC PERFORMANCE IMPROVEMENT OF CONCRETE BRIDGES BUILT IN THE 1960S B. Wang, S. Valdovinos, Q. Zhang, C. Wong, C. Boissy | |||||||
| 11:20 - 11:30 | RETROFIT ASSESSMENT ON EXISTING INFRASTRUCTURE THROUGH MULTI-CRITERIA ANALYSIS V. Borghese, M. Capasso, C.P. Contiguglia, D. Lavorato, S. Santini, C. Nuti | |||||||
| 11:30 - 11:40 | FRAGILITY REDUCTION FOR A SIMPLY SUPPORTED MULTI-SPAN PRESTRESSED RC BRIDGE RETROFITTED WITH LRB L. Amico, R. Martini, V. Nicoletti, S. Carbonari, F. Gara, L. Dezi | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| AMBER 2 | ||||||||
| CHH1 - NEW TRENDS IN COMPUTATIONAL AND EXPERIMENTAL DYNAMICS OF HISTORICAL MASONRY STRUCTURES | Convenors: F. Clementi, A. Formisano, G. Milani | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:41 | ON THE BLOCK-BASED NUMERICAL MODELING OF MASONRY DYNAMICS A.M. D Altri, P.B. Lourenço, S. de Miranda, G. Vlachakis | |||||||
| 10:41 - 10:49 | ANALYSIS OF THE DYNAMIC RESPONSE OF A HISTORIC BUILDING TREATED WITH JET GROUTING. E. Botero-Jaramillo, O. Perafan, E. Ovando-Shelley | |||||||
| 10:49 - 10:57 | ASSESSING THE SEISMIC BEHAVIOR OF STONE ARCHITECTURAL HERITAGE USING THE GEOTECHNICAL CENTRIFUGE H. Park, S. Lee | |||||||
| 10:57 - 11:05 | ASSESSMENT OF MASONRY TOWERS SEISMIC VULNERABILITY THROUGH NON-LINEAR SSI NUMERICAL MODELLING A. di Lernia, A.F. D Oria, G. Uva, G. Elia | |||||||
| 11:05 - 11:13 | ASSESSMENT OF THE SEISMIC VULNERABILITY OF MEDIEVAL DEFENSIVE WALLS TOWARD OUT-OF-PLANE MECHANISMS V. Cima, E. Grande, S. Lirer | |||||||
| 11:13 - 11:21 | COMBINED MEAN-FIELD HOMOGENISATION FOR CALCULATING THE ORTHOTROPIC PROPERTIES OF MASONRY STRUCTURES A. Drougkas, V. Sarhosis | |||||||
| 11:21 - 11:29 | COMPARISON OF LATERAL LOAD LIMIT ANALYSIS AND TIME HISTORY ANALYSIS OF MORTAR-BONDED MASONRY ARCH R. Avasthi, D.C. Rai | |||||||
| 11:29 - 11:37 | AUTOMATIC DAMAGE DETECTION IN ARCHITECTURAL HERITAGE STRUCTURES A. Casanova Municchia, C. Martellini, F. Patanè, T. Pagliaroli, S. Imperatore | |||||||
| 11:37 - 11:45 | A MULTI-DISCIPLINARY APPROACH TO THE STUDY OF CULTURAL HERITAGE TOWERS A. Montabert, R. Yanez-Chura, C. Giry, D. Mercerat | |||||||
| AMBER 3 | ||||||||
| SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenors: M. Todorovska, D. Spina | ||||||||
| 10:30 - 10:40 | ASSESSING THE SENSITIVITY OF SEISMIC FRAGILITY CURVES TO MODELING ERRORS USING SHM AND DIGITAL TWINS K. Erazo | |||||||
| 10:40 - 10:50 | COMPARATIVE STUDY OF DISPLACEMENT MEASUREMENTS FROM SHAKING TESTS OF A FULL-SCALE 10-STORY BUILDING M. Saifullah, D. Skolnik, D.M. Dowden, K.H. Lotfizadeh, M. Franke, M. Ciudad-Real | |||||||
| 10:50 - 11:00 | AN ADAPTIVE MODAL FILTER FOR PERIODIC TRACKING OF FREQUENCY VARIATION IN ITALIAN SEISMIC OBSERVATORY D. Spina, F. Bocchi, G. Acunzo | |||||||
| 11:00 - 11:10 | DIGITAL TWIN FOR HERITAGE STRUCTURAL HEALTH MONITORING: FIRST EXPERIMENTAL TESTS. R. Machete, M. Ponte, A.P. Falcão, R. Bento | |||||||
| 11:10 - 11:20 | DAMPING RATIO ASSESSMENT FOR TWO FULL-SCALE OPERATIONAL ONSHORE WIND TURBINES T. Nunez Acuna, C. Ventura | |||||||
| 11:20 - 11:30 | MODEL-DRIVEN SEISMIC MONITORING OF PALAZZO DEGLI ELEFANTI IN CATANIA, ITALY M.G. Bruna Merani, D. Sivori, F. Bocchi, D. Spina, S. Cattari | |||||||
| 11:30 - 11:40 | STRUCTURAL HEALTH MONITORING OF A FULL-SCALE MASONRY BUILDING PROTOTYPE USING SMART BRICKS A. Meoni, A. D Alessandro, M. Mattiacci, G. Virgulto, N. Buratti, F. Ubertini | |||||||
| 11:40 - 11:50 | LOCALIZATION OF EARTHQUAKE-INDUCED STRUCTURAL DAMAGE USING OUTPUT FEEDBACK EIGENSTRUCTURE ASSIGNMENT M. Ulriksen, D. Bernal | |||||||
| AMBER 4 | ||||||||
| TNM2 - SEISMIC DESIGN, RISK MANAGEMENT AND CONSEQUENCE ANALYSIS OF HAZARDOUS INDUSTRIAL FACILITIES IN URBAN | Convenors: F. Paolacci, C. Butenweg, K. Pitilakis | ||||||||
| 10:30 - 10:40 | DAMAGE TO OIL TANKS CAUSED BY STRONG GROUND MOTION DUE TO RECENT THREE EARTHQUAKES IN JAPAN K. Hatayama | |||||||
| 10:40 - 10:50 | EARTHQUAKE AND TSUNAMI MULTI-HAZARD NATECH RISK ASSESSMENT FOR PETROCHEMICAL STORAGE FACILITIES A. Vitale, G. Baltzopoulos, I. Iervolino | |||||||
| 10:50 - 11:00 | SHAKING TABLE AND HYBRID SIMULATION TESTS FOR RESILIENT PIPELINE NETWORKS AND INDUSTRIAL FACILITIES A. Sextos, Z. Zhang, N. Psyrras, O. Kwon, S. Bousias | |||||||
| 11:00 - 11:10 | GUIDELINE FOR THE SEISMIC DESIGN OF HIGH-PRESSURE GAS PIPELINES S. Chatterji, T. Kubalski, C. Butenweg, U. Marewski, J. Stratmann, C. Engel | |||||||
| 11:10 - 11:20 | IMPACT MODELS FOR INDUSTRIAL FACILITIES AFFECTED BY THE 2023 KAHRAMANMARAS, TURKIYE EARTHQUAKES R. Sheikhi Garjan, G. Sagbas, K. Sarikaya, D. Deniz | |||||||
| 11:20 - 11:30 | RELATIONSHIPS BETWEEN EARTHQUAKE-INDUCED DAMAGE AND MATERIAL RELEASE FOR LIQUID STORAGE TANKS C. Grajales-Ortiz, P. Bazzurro, D. Vamvatsikos, V.E. Melissianos, K. Bakalis, M. Kohrangi | |||||||
| 11:30 - 11:40 | REVISED EC8-COMPATIBLE SEISMIC HAZARD MAPS FOR THE SEISMIC DESIGN OF INDUSTRIAL FACILITIES S. Apostolaki, E. Riga, D. Pitilakis, K. Pitilakis | |||||||
| 11:40 - 11:50 | EXPERIMENTAL VALIDATION OF CONVENTIONAL UPLIFT COMMENCEMENT CONDITION OF LIQUID STORAGE TANKS Y. Yoshida, T. Taniguchi | |||||||
| AMBER 5 | ||||||||
| SHR2 - ADVANCES IN SEISMIC HAZARD ANALYSIS | Convenors: M. Pagani, M.D. Petersen, M.C. Gerstenberger | ||||||||
| 10:30 - 10:35 | INTRODUCTION | |||||||
| 10:35 - 10:50 | EARTHQUAKE RUPTURE FORECAST DEVELOPMENTS AT THE USGS E. Field | |||||||
| 10:50 - 11:05 | APPLICATION OF NON-ERGODIC GROUND-MOTION MODELS IN PROBABILISTIC SEISMIC HAZARD ANALYSES N. Abrahamson | |||||||
| 11:05 - 11:15 | EVALUATION OF GROUND-MOTION MODELS FOR HIMALAYAN REGION S. Sharma, U. Mannu, S. Bora | |||||||
| 11:15 - 11:25 | SEISMIC HAZARD OF THE SAN RAMON FAULT CONSIDERING POISSONIAN AND NON-POISSONIAN RECURRENCE MODELS H. Dominguez, P. Heresi | |||||||
| 11:25 - 11:35 | RECOMMENDATIONS ON BEST AVAILABLE SCIENCE FOR THE UNITED STATES NATIONAL SEISMIC HAZARD MODEL J.G. Anderson, G. Atkinson, J. Baker, K. Campbell, H. DeShon, T. Jordan, K. Kelson, N. Shome, J. Stewart | |||||||
| 11:35 - 11:45 | DISCUSSION | |||||||
| AMBER 6 | ||||||||
| ASR9 - INTEGRATED SEISMIC AND ENERGY RETROFITTING OF EXISTING BUILDINGS | Convenors: D. Bournas, T. Triantafillou, D. Pohoryles | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:43 | INNOVATIVE SEISMIC AND ENERGY RETROFITTING OF EXISTING BUILDINGS: OVER HALF A DECADE OF RESEARCH D. Bournas, D. Pohoryles, S. Kallioras | |||||||
| 10:43 - 10:53 | OUT-OF-PLANE BEHAVIOR OF IN-PLANE DAMAGED INFILLS RETROFITTED WITH TRM AND THERMAL INSULATION P. Gkournelos, T. Triantafillou | |||||||
| 10:53 - 11:01 | SHAKING TABLE TESTS ON A TWO-STORY MASONRY INFILLED RC BUILDING WITH AND WITHOUT TCP RETROFIT E. Baek, D.A. Bournas, D.A. Pohoryles, J. Kim, S. Woo | |||||||
| 11:01 - 11:09 | PSEUDODYNAMIC TESTS ON A TWO-STOREY INFILLED RC FRAME RETROFITTED WITH INTEGRATED SOLUTIONS C. Del Vecchio, C. Molitierno, M. Di Ludovico, A. Balsamo, A. Prota | |||||||
| 11:09 - 11:17 | ASSESSMENT OF INTEGRATED SEISMIC AND ENERGY UPGRADING OF BUILDINGS THROUGH FULL-SCALE TESTING C. Chrysostomou, R. Votsis, N. Kyriakides, C. Filippou, R. Illampas, P. Eleftheriou, G. Evripidou, S. Bousias | |||||||
| 11:17 - 11:25 | VALIDATION STRATEGY FOR NOVEL INTEGRATED RETROFIT SOLUTIONS: THE CASE OF FRAMED SYSTEMS ON URM WALLS P. Morandi, L. Albanesi, N. Damiani, C.F. Manzini | |||||||
| 11:25 - 11:33 | DESIGN AND APPLICATION OF THE “RESISTO 5.9 TUBE” SYSTEM TO EXISTING RC BUILDINGS: A CASE STUDY E. Meglio, A. Rossi, A. Dallari, M. Fabbri, A. Formisano | |||||||
| 11:33 - 11:41 | DESIGN AND CHECK METHOD OF LIGHTWEIGHT EXOSKELETONS AS INTEGRATED SEISMIC-ENERGY RETROFIT SYSTEM E. Meglio, A. Formisano | |||||||
| 11:41 - 11:45 | DISCUSSION | |||||||
| AMBER 7 | ||||||||
| BCI2 - SEISMIC RISK AND RESILIENCE ASSESSMENT OF INTERDEPENDENT URBAN LIFELINES AND SYSTEMS | Convenors: B. Stojadinovic, K. Pitilakis, V. Silva | ||||||||
| 10:30 - 10:35 | INTRODUCTION | |||||||
| 10:35 - 10:45 | SEISMIC RISK AND RESILIENCE ASSESSMENTS FOR CRITICAL INFRASTRUCTURE NETWORKS IN NEW ZEALAND L. Wotherspoon, C. Zorn, T. Logan, R. Mowll, C. Lan, S. Costello | |||||||
| 10:45 - 10:55 | A DECOUPLED FRAMEWORK TO ESTIMATE SEISMIC RESILIENCE OF INTERDEPENDENT INFRASTRUCTURE SYSTEMS Y. Zhang, M. Ouyang | |||||||
| 10:55 - 11:05 | INVESTIGATING THE IMPACT OF UTILITIES DISRUPTION ON BUILDING'S POST-EARTHQUAKE FUNCTIONAL RECOVERY N. Mohammadgholibeyki, M. Koliou, A. Liel | |||||||
| 11:05 - 11:15 | A MULTI-DIMENSIONAL METHODOLOGY FOR ASSESSING THE SEISMIC FUNCTIONAL RECOVERY BRIDGE NETWORKS S. Ghasemi, M. Roohi | |||||||
| 11:15 - 11:25 | SIMULATION PLATFORM FOR EARTHQUAKE PERFORMANCE EVALUATION OF URGENT MEDICAL CARE NETWORKS J.C. de la Llera, P. Aguirre, G. Candia, A. Cataldo, M. Monsalve, J.P. Munoz, M. Arre, F. Bertín, G. Angulo, J. Verschae, J.C. Hernández, Y. Merino, J. Guaman | |||||||
| 11:25 - 11:35 | ENHANCING SEISMIC RESILIENCE: A SYSTEMIC APPROACH FOR THE RISK ASSESSMENT OF THE EMERGENCY SERVICES A. Poudel, K. Pitilakis, V. Silva | |||||||
| 11:35 - 11:45 | CAUSALITY-BASED DECISION SUPPORT FOR SEISMIC RESILIENCE OF POWER GRIDS CONSIDERING BRAESS'S PARADOX Y. Kwon, J. Song | |||||||
| AMBER 8 | ||||||||
| GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:42 | IMPORTANCE OF SHEAR WAVE VELOCITY PROFIL ACCURACY IN DYNAMIC RESPONSE ANALYSIS M. Karray, D. Verret | |||||||
| 10:42 - 10:51 | CYCLIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF VOLCANIC SOIL IN SIMPLE SHEAR TESTING I. Farina, G. Lanzo, P. Tommasi | |||||||
| 10:51 - 11:00 | THE EFFECT OF FLY ASH ON DYNAMIC BEHAVIOR OF SAND-FLY ASH MIXTURE E. Angelova, V. Sheshov, J. Bojadjieva, K. Edip, T. Kitanovski, D. Ivanovski, S. Dimitrijevic | |||||||
| 11:00 - 11:09 | EFFECTS OF SOIL FABRIC ON CYCLIC TRIAXIAL LIQUEFACTION BEHAVIOR OF SANDY SOIL K. Lau, T. Kiyota, J. Kurima | |||||||
| 11:09 - 11:18 | NONLINEARITY IN SOIL–FOUNDATION–STRUCTURE INTERACTION G. Gazetas | |||||||
| 11:18 - 11:27 | LIQUEFACTION RESPONSE OF A PILE-SUPPORTED WHARF ON LIQUEFIABLE GRAVELLY RECLAMATIONS FROM 2D NONLINE R. Dhakal, M. Cubrinovski | |||||||
| 11:27 - 11:36 | INFLUENCE OF THE NON-LINEAR DYNAMIC RESPONSE OF SOILS IN THE PREDICTION OF SEISMIC RISK Y.F. Vargas-Alzate, A.M. Zapata-Franco, R. Gonzalez, L.G. Pujades, J.V. Vaunat | |||||||
| 11:36 - 11:45 | DYNAMIC RESPONSE OF A CASE STUDY LARGE ROCKFILL DAM BUILT IN A NARROW VALLEY D. Verret, D. LeBoeuf | |||||||
| SUITE 6 | ||||||||
| IDD2 - SUSTAINABLE TECHNOLOGIES FOR SEISMIC ISOLATION | Convenors: M.R. Marsico, J. Londono Monsalve, M. Craciun | ||||||||
| 10:30 - 10:40 | A CONSTITUTIVE APPROACH FOR HIGH-DAMPING RUBBER MATERIALS UNDER UNIAXIAL CYCLIC LOADINGS B. Chen, J. Dai, Z. Shao, Y. Yang, W. Bai, Y. Zhang, T. Song, Q. Guan | |||||||
| 10:40 - 10:50 | DYNAMIC CHARACTERISTICS OF COMBINED SEISMIC ISOLATION SYSTEM WITH QZS AND TID J. Iba, K. Watanabe, K. Miyamoto, K. Ishii, M. Kikuchi | |||||||
| 10:50 - 11:00 | EXPERIMENTAL CHARACTERIZATION OF UNBONDED HIGH-DAMPING FIBER-REINFORCED ELASTOMERIC ISOLATOR G. Pianese, N. Van Engelen, G. MIlani | |||||||
| 11:00 - 11:10 | METAMATERIALS FOR SUSTAINABLE SEISMIC ISOLATION S. Pope | |||||||
| 11:10 - 11:20 | GRAPHENE NANOPLATELETS LAYERS ON RECYCLED RUBBER M.R. Marsico, E. Kovalska, M.F. Craciun, J.M. Londono Monsalve | |||||||
| 11:20 - 11:30 | MODELING OF THE EXPERIMENTAL BEHAVIOR OF RUBBER-GRAPHENE SPECIMENS C. Napolitano, J.M. Londoño Monsalve, N. Vaiana, L. Rosati | |||||||
| 11:30 - 11:40 | INVESTIGATIONS ON THE CREEP DISPLACEMENT OF LAMINATED RUBBER BEARINGS OVER 56 YEARS IN SERVICE N. Murota, K. Katou, S. Takeuchi, N. Masaki, S. Fujita, S. Okamura, T. Yamamoto, H. Ahmadi, R. Picken, J. Kingston | |||||||
| 11:40 - 11:50 | SEISMIC ISOLATION DEVICE OF ZINC RUBBER BEARING WITH ENVIRONMENTALLY FRIENDLY ENERGY ABSORPTION CORE C. Tsai, H. Su, W. Liao | |||||||
| SUITE 7 | ||||||||
| GEO5 - CHALLENGES IN THE SEISMIC DESIGN OF SHALLOW FOUNDATIONS | Convenors: F. De Silva, L. Deng, S. Sica | ||||||||
| 10:30 - 10:54 | ROCKING ISOLATION: SOME NEW DEVELOPMENTS I. Anastasopoulos | |||||||
| 10:54 - 11:18 | THROUGH-SOIL STATIC AND DYNAMIC INTERACTION BETWEEN ADJACENT SHALLOW FOUNDATIONS S. Sica, E. Zeolla | |||||||
| 11:18 - 11:27 | SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOOTINGS ADJACENT TO SLOPES O. Casablanca, G. Di Filippo, E. Cascone, G. Biondi | |||||||
| 11:27 - 11:36 | SEISMIC PERFORMANCE ASSESSMENT OF SHEAR WALL STRUCTURES BASED ON ROCKING SHALLOW FOUNDATIONS S. Hamidpour, R. Paolucci | |||||||
| 11:36 - 11:45 | THE UPLIFTING EFFECT OF EMBEDDED FOOTINGS ON THE DYNAMIC RESPONSE OF STEEL BRACED FRAMES E. Guanchez, R. Weyler, M. Sanchez | |||||||
| SUITE 8 | ||||||||
| RES11 - SEISMIC RETROFIT FOR RESILIENT COMMUNITIES | Convenors: M. Fox, D. Grant, W.Y. Kam | ||||||||
| 10:30 - 10:35 | INTRODUCTION | |||||||
| 10:35 - 10:45 | SEISMIC RESILIENCE FRAMEWORKS FOR EXISTING CAMPUSES I. Almufti, M. Mieler, A. Tzortzis | |||||||
| 10:45 - 10:55 | WHY DO WE NOT RETROFIT EXISTING BUILDINGS THAT ARE UNSAFE IN EARTHQUAKES? J. Bothara | |||||||
| 10:55 - 11:05 | THE QUEST FOR CONTINUOUS SEISMIC IMPROVEMENT OF EXISTING BUILDINGS IN NEW ZEALAND R. Jury | |||||||
| 11:05 - 11:15 | THE BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDINGS IN THE US R. Pekelnicky, T. Lundeen, A. Hortacsu, C. Aronson | |||||||
| 11:15 - 11:25 | OPTIMIZING SEISMIC ASSESSMENT AND RETROFIT: A MULTI-LEVEL APPROACH M. Tondelli, P. Comini, L. Mazzella, W. Meilink, S. Reitsema, U. Tomassetti, A. Galasco | |||||||
| 11:25 - 11:35 | PROVIDING A LARGE-SCALE SEISMIC STRENGTHENING SOLUTION: THE CASE STUDY OF ARQUATA DEL TRONTO, ITALY M. Calvi, A. Famà, A.G. Ozcebe, G. Andreotti, E. Zuccolo, B. Borzi, C.G. Lai, G. Laureti, M. Trovarelli, F. Germagnoli | |||||||
| 11:35 - 11:45 | THE ROLE OF EARTHQUAKE LOSSES AND FUNCTIONAL RECOVERY TIME ESTIMATIONS ON RETROFIT DECISIONS F.A. Galvis, O. Issa, G.G. Deierlein, A. Zsarnóczay, J.W. Baker | |||||||
| SUITE 9 | ||||||||
| RES8 - IMPROVING SEISMIC RESILIENCE IN HOUSING: REFLECTING ON 20 YEARS PAST AND STRATEGIES FOR THE FUTURE | Convenor: M.L.B. Collins | ||||||||
| 10:30 - 10:32 | INTRODUCTION | |||||||
| 10:32 - 10:40 | CONFINED MASONRY TECHNOLOGY FOR ENHANCED SEISMIC RESILIENCE OF BUILDINGS IN INDIA S. Brzev, S. Jain, D.C. Rai | |||||||
| 10:40 - 10:48 | BRIDGING THE GAP BETWEEN EXPERIMENT RESEARCH AND FIELD PRACTICE: THE EXPERIENCE IN NEPAL AND INDONES H. Imai | |||||||
| 10:48 - 10:56 | RESILIENT HOUSING IN THE PHILLIPINES: PAST EXPERIENCES, FUTURE DEVELOPMENTS AND OPPORTUNITIES J. Mwangi | |||||||
| 10:56 - 11:04 | RESILIENT HOUSING IN NEPAL: POST-EARTHQUAKE EXPERIENCE AND VISION TOWARDS THE FUTURE L. Shrestha, M.L.B. Collins | |||||||
| 11:04 - 11:12 | PRELIMINARY STRENGTHS, STIFFNESSES AND DUCTILITIES FOR VARIOUS COMPOSITE BAMBOO SHEAR WALL SYSTEMS S. Kaminski, V. Reale, D. Trujillo, L. Lopez | |||||||
| 11:12 - 11:19 | DISCUSSION | |||||||
| 11:19 - 11:27 | THE 2023 KAHRAMANMARAS EARTHQUAKE: A PEOPLE, POLICY, MONEY AND TECHNOLOGY ASSESSMENT S. Pompei, S. Andrade Pardo, J. Caballero, E. Ergin, F. Ozyasar, S. Ertürk | |||||||
| 11:27 - 11:35 | IMPROVING SEISMIC RESILIENCE OF HOUSING IN THE US BY INCORPORATING RESIDENT'S PERSPECTIVES A. Liel | |||||||
| 11:35 - 11:45 | DISCUSSION | |||||||
