THURSDAY | 9:00 - 10:15
|
THURSDAY | 9:00 - 10:15 |
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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 | ||||||||
| 09:00 - 09:25 | EFFECTIVE STIFFNESS OF NON-RECTANGULAR REINFORCED CONCRETE WALLS FOR DESIGN AND ASSESSMENT J. Pacheco de Almeida, R. Hoult, B. Payen, A.A. Correia | |||||||
| 09:25 - 09:35 | EFFECT OF MOMENT-TO-SHEAR RATIO ON BEHAVIOR OF RC SHEAR WALLS WITH REBAR LAP SPLICES A. Kumar, G.A. Rao | |||||||
| 09:35 - 09:45 | EFFICIENT CONCENTRATED-PLASTICITY MODELING IN OPENSEES S. Mazzoni, M. Scott | |||||||
| 09:45 - 09:55 | DESIGN AND ANALYSIS CHALLENGES IN APPLYING SEISMIC ISOLATION TO THE CANADIAN PARLIAMENT BUILDING J. Sherstobitoff, A. Bebamzadeh, I. Aiken, C. Black, M. Walters, A. Roufegarinejad, D. Arnold, D. Carson | |||||||
| 09:55 - 10:05 | NONLINEAR TIME HISTORY ANALYSIS OF FRAME-SUPPORTED SHEAR WALL STRUCTURES WITH TRANSFER SLABS W.H. Pan, S.Y. Ji, Y.M. Li, B.L. Jiang, H.W. Yang | |||||||
| 10:05 - 10:15 | PERFORMANCE BASED SEISMIC DESIGN OF AN EXOSKELETON SCULPTURE AS AN OFFICE BUILDING: (W)RAPPER H. Darama, A. Nulman, D. Daggett, A. Kozmidis | |||||||
| 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 | ||||||||
| 09:00 - 09:11 | VARIATIONS IN PERFORMANCE IN EXTREME EVENTS WITH SELECTION OF ISOLATION TYPE Y. Yang, T. Becker, T. Sone, T. Kinoshita | |||||||
| 09:11 - 09:22 | DYNAMICAL MODELING OF FIBER-REINFORCED ELASTOMERIC ISOLATORS AT MULTIPLE LATERAL DEFORMATION LEVELS E.J. Montalto, D. Konstantinidis, N.M. Ankem | |||||||
| 09:22 - 09:33 | INFLUENCE OF INFILTRATED WATER AND ICE ON FRICTION PENDULUM BEARINGS HYSTERETIC RESPONSE K. Ryan, R. Grijalva Alvarado | |||||||
| 09:33 - 09:44 | CONTRIBUTION OF LEAD TO STIFFNESS OF AN LRB AT LOW TEMPERATURES WITH AN EMPHASIS TO SIZE EFFECT G. Ozdemir, C. Yasar, V. Karuk, E. Cavdar | |||||||
| 09:44 - 09:55 | INVESTIGATION ON STATIC FRICTION COEFFICIENT OF A DOUBLE CURVED SURFACE SLIDER E. Cavdar, G. Ozdemir, V. Quaglini, U. Ozcamur | |||||||
| 09:55 - 10:05 | EFFECTS OF SINGLE-SURFACE SLIDING IN DOUBLE PENDULUM BEARINGS ON THE BEHAVIOR OF ISOLATED BRIDGES M. Borekci, R.G. Alvarado, K.L. Ryan | |||||||
| 10:05 - 10:15 | PERFORMANCE ASSESSMENT OF A SEMI-ACTIVE FRICTION PENDULUM SYSTEM UNDER BIDIRECTIONAL EXCITATION C.A. Barrera-Vargas, D. Konstantinidis, I. M. Díaz, J.H. García-Palacios | |||||||
| BROWN 1 | ||||||||
| GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
| 09:00 - 09:10 | REPONSE OF BRIDGE FOUNDATIONS UNDER THE COMBINED EFFECT OF A LANDSLIDE AND SEISMIC ACTIONS D. Salciarini, D. Pauselli, E. Cernuto | |||||||
| 09:10 - 09:20 | DEVELOPING AN ASSESSMENET FRAMEWORK TO ADDRESS THE IMPACT OF DRY GRANULAR FLOWS ON STRUCTURES M. Kontoe, T. Rossetto, S. Lopez-Querol | |||||||
| 09:20 - 09:30 | SEISMIC MITIGATION OF LIQUID STORAGE TANKS ISOLATED WITH FRICTIONAL SLIDER AND CLUTCHING INERTER K. Bajad, R.S. Jangid, N. Islam | |||||||
| 09:30 - 09:40 | ASSESSMENT OF SIMPLIFIED SOIL-STRUCTURE INTERACTION MODELS FOR SEISMIC ANALYSIS OF RC BUILDINGS B. Bapir, L. Abrahamczyk | |||||||
| 09:40 - 09:50 | DIFFERENCES IN SSI EFFECTS CONSIDERING LINEAR AND NONLINEAR SPRINGS IN THE SEISMIC ASSESSMENT S. Aedo-Maluje, G. Andreotti | |||||||
| 09:50 - 10:00 | CENTRIFUGE STATIC LOADING TESTS AND NUMERICAL ANALYSIS FOR NONLINEAR SOIL-PILE INTERACTION SYSTEM K. Tadamura, K. Hayashi, S. Tamura | |||||||
| 10:00 - 10:10 | THE ROLE OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF AN EXISTING R.C. BRIDGE A. Ambrosino, S. Sica | |||||||
| 10:10 - 10:20 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
| BROWN 2 | ||||||||
| CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
| 09:00 - 09:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE WALLS THROUGH VERTICAL DIVISION: EVALUATING STIFFNESS REDUCTION AND LOAD REDISTRIBUTION EFFECT D. Son, C. Choi, B. Bae | |||||||
| 09:10 - 09:20 | ASSESSMENT OF THE EFFECTIVE PARAMETERS ON DIRECT DISPLACEMENT-BASED DESIGN OF STEEL FRAMES M.A. Arab, H. Tajmir Riahi, M. Daei | |||||||
| 09:20 - 09:30 | AN EVALUATION OF POTENTIAL DAMAGE OR COLLAPSE OF RC FRAMES AND RC WALL BUILDINGS IN STRONG EARTHQUAK M. Rodriguez, E. Sonmez | |||||||
| 09:30 - 09:40 | INFLUENCE OF SURFACE WAVES ON SEISMIC RESPONSE AND VULNERABILITY OF LONG-PERIOD STRUCTURES C. Chatzigogos, Y. Perraud, C. Franco, P.A. Nazé | |||||||
| 09:40 - 09:50 | SEISMIC PERFORMANCE OF EXTERNAL BEAM-COLUMN JOINTS OF STEEL FIBER REINFORCED CONCRETE WITH HEAD BARS M. Lee, C. Choi, B. Bae | |||||||
| 09:50 - 10:00 | EVALUATION OF FIRE RESISTANCE AND STRUCTURAL CHARACTERISTICS OF TIMBER-GEOPOLYMER COMPOSITE Y. Tian, T. Oda, Y. Suzuki, Y. Taniguchi, S. Pareek | |||||||
| 10:00 - 10:10 | NONLINEAR MODELING OF RC PIERS SUBJECT TO ARBITRARY SPATIALLY NON-UNIFORM CORROSION PATTERNS D. Bernardini, D. Ruta, A. Paolone, D. Cardone, V. Possidente, G. Perrone, F. Braga, F. Buttarazzi, A. Rossi | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| AMBER 1 | ||||||||
| SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | LOSS MODELING IN MEXICO CITY AREA: IMPLICATIONS OF STRUCTURAL RESPONSE DUE TO PERIOD ELONGATION K. Afshari, H. Siriki | |||||||
| 09:15 - 09:27 | THE SEISMIC RISK ASSESSMENT AT THE TERRITORIAL SCALE OF MUGELLO AREA IN ITALY G. Menichini, E. Del Monte, M. Orlando | |||||||
| 09:27 - 09:39 | METHODOLOGY FOR ASSESSING THE IMPACTS OF SEISMICITY IN OFFSHORE AREAS WITH ANTHROPOGENIC ACTIVITIES F. Bozzoni, B. Borzi, M. Faravelli, A. Famà, V. Pascale, D. Quaroni, I. Molinari, G. Sgattoni, L. Lipparini, I. Antoncecchi, D. Di Bucci | |||||||
| 09:39 - 09:51 | MACHINE LEARNING BASED EARTHQUAKE CATASTROPHE RISK MODELING FOR JAPAN Z. Wang, D. Zhao, J. Wang, H. Dang, X. Wang, P. Miao, D. Wei, Z. Li | |||||||
| 09:51 - 10:03 | SEISMIC RISK SENSITIVITY ANALYSIS OF A LARGE DRINKING WATER DISTRIBUTION NETWORK IN CENTRAL CHILE J.P. Munoz Galvez, J.C. de la Llera, S. Castro, Y. Alberto, A. Poulos, F. Arrospide | |||||||
| 10:03 - 10:15 | DEVELOPMENT OF QGIS PLUGIN FOR SEISMIC DISASTER RESCUE ROUTING C. Yang, Y. Tsao | |||||||
| AMBER 2 | ||||||||
| AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
| 09:00 - 09:12 | INTELLIGENT LEARNING PARADIGMS TO ENABLE ADAPTABLE SEISMIC FRAGILITY AND RESTORATION MODELS R. Rincon, J.E. Padgett | |||||||
| 09:12 - 09:24 | INTEGRATING AUTOMATION AND SURROGATE MODELING FOR HIGH-FIDELITY REGIONAL SEISMIC RISK ASSESSMENT L. Dahal, H. Burton | |||||||
| 09:24 - 09:36 | ESTIMATING THE DYNAMIC RESPONSE OF STRUCTURES USING RECURRENT NEURAL NETWORKS Z. Kasi, B. Simpson, M. Scott | |||||||
| 09:36 - 09:48 | DEEP LEARNING FOR GROUND MOTION GENERATION, SEISMIC RESPONSE PREDICTION, AND FRAGILITY ASSESSMENT T. Xie, C. Ning | |||||||
| 09:48 - 10:00 | HAZARD-CONSISTENT COLLAPSE RISK ASSESSMENT OF STEEL MOMENT RESISTING FRAMES USING SURROGATE MODELS N. Bijelic, A. Skiadopoulos, D. Lignos | |||||||
| 10:00 - 10:12 | AN END-TO-END DEEP LEARNING VULNERABILITY MODEL FOR SEISMIC RISK ASSESSMENT L. Martins, V. Silva | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| AMBER 3 | ||||||||
| RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
| 09:00 - 09:10 | FRAGILITY CURVES FOR A SCHOOL BUILDING IN NEPAL ACCOUNTING FOR UNCERTAINTIES IN MATERIAL PARAMETERS S. Bose, A. Stavridis, K. Sett, P. Anastasopoulos | |||||||
| 09:10 - 09:20 | CUSTOMIZING AND ADAPTING THE WORLD HEALTH ORGANIZATION HOSPITAL SAFETY INDEX J. Rodgers, H. Kumar, W. Holmes, P. Sethi, Y. Lotay, R. Samuel, M. Mudassir, D. Joshi, S. Bastola, S. Mishra, S.H. Zaw, B. Iyer, S. Chajjalana, R.C. Sharma, A. Wolski, U. Ojha | |||||||
| 09:20 - 09:30 | SEISMIC RICK REDUCTION IMPLEMENTATION FOR HISTORIC BUILDINGS IN LEBANON D. Sonda, C. Abinader, A. Gilani, H.K. Miyamoto | |||||||
| 09:30 - 09:39 | TOMORROW'S CITIES: AN INTERDISCIPLINARY DECISION SUPPORT ENVIRONMENT FOR RISK SENSITIVE URBAN DESIGN C. Galasso, J. McCloskey, M. Pelling, R. Guragain, G. Cremen, T. Comelli | |||||||
| 09:39 - 09:48 | EXPERIMENTAL INVESTIGATION OF ENHANCED SEISMIC PERFORMANCE OF STONE MASONRY USING LOW-COST RETROFIT V. Manandhar, H. Shrestha, N. P. Marasini, R. Prajapati, R. Guragain, R. Chaulagain, N. A. Alexander, F. De Luca, N. Giordano, A. G. Sextos | |||||||
| 09:48 - 09:57 | LARGE-SCALE EXPERIMENTAL INVESTIGATION OF RESILIENT TIMBER-BASED ENERGY DISSIPATION SYSTEMS A. Tsiavos, D. Kolyfetis, B. Stojadinovic | |||||||
| 09:57 - 10:06 | NATIONWIDE EARTHQUAKE RISK MODEL FOR MASONRY BUILDINGS IN MALAWI K. Goda, J. Williams, R. De Risi, I. Ngoma | |||||||
| 10:06 - 10:15 | LOW-COST STRATEGY FOR RETROFFITING OF TYPICAL SCHOOL FACADES CONSTRUCTED WITH UNREINFORCED MASONRY C.A. Bllandon, R. Bonett, J. Carrillo, C. Takeuchi, D. Feliciano, S. Saloustros, K. Beyer | |||||||
| AMBER 4 | ||||||||
| REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
| 09:00 - 09:13 | DAMAGE ASSESSMENT FOR THE BUILT HERITAGE: AN INTEROPERABILITY TOOL IN THE POST-EARTHQUAKE SCENARIO. E. Brusa, C. Chesi | |||||||
| 09:13 - 09:26 | COMBINING AERIAL AND TERRESTRIAL LIDAR OR PHOTOGRAMMETRY AND RADAR, FOR RAPID POST-EARTHQUAKE ASSESSMENT D. Toma-Danila, A. Tiganescu, E. Nastase, T. Popescu, A. Lungu, D. Tataru, I. Cristea | |||||||
| 09:26 - 09:39 | DAMAGED BUILDING RECOGNITION AFTER THE 2023 TURKIYE-SIRIA EARTHQUAKE USING REMOTE SENSING AND AI B. Adriano, S. Wiguna, E. Mas, S. Koshimura | |||||||
| 09:39 - 09:51 | DEVELOPMENT OF AN AI-BASED BUILDING THE DAMAGE ASSESSMENT SYSTEM USING DAMAGE AREA RATIO T. Shibata, M. Numada | |||||||
| 09:51 - 10:03 | POST-EARTHQUAKE DISPLACEMENT-BASED ASSESSMENT METHODOLOGY FOR BRIDGES A.P. Bona, M.J. Kowalsky, J. Lee, A. Cabas | |||||||
| 10:03 - 10:15 | INCORPORATING SITE EFFECTS INTO RAPID POST-EARTHQUAKE ASSESSMENTS J. Lee, A. Cabas, M. Kowalsky, A. Paula Bona | |||||||
| AMBER 5 | ||||||||
| SHR13/14 - HIGH-RESOLUTION SIMULATION OF REGIONAL EARTHQUAKE RISK AND RECOVERY | Convenors: G. Deierlein, M. DeJong, A. Zsarnoczay, A. Taflanidis | ||||||||
| 09:00 - 09:11 | THE BENEFITS OF LARGE-SCALE SEISMIC RETROFITS IN THE HOSPITAL SYSTEM IN THE BAY AREA, CALIFORNIA L. Ceferino, C. Kukunoor, A. Zsarnóczay | |||||||
| 09:11 - 09:22 | ESTIMATION OF RESTORATION TIMES FOR ROAD NETWORK FOLLOWING CASCADING HAZARD RISK MODELLING APPROACH S.R. Uma, J.M. Moratalla | |||||||
| 09:22 - 09:33 | ACCELERATE INNOVATION IN REGIONAL SIMULATIONS THROUGH SHARED COMPUTATIONAL WORKFLOWS AND DATA A. Zsarnoczay, G. Deierlein, F. McKenna | |||||||
| 09:33 - 09:43 | PYRECODES: AN OPEN-SOURCE PYTHON PACKAGE FOR RESILIENCE ASSESSMENT OF THE BUILT ENVIRONMENT N. Blagojevic, B. Stojadinovic | |||||||
| 09:43 - 09:54 | STOCHASTIC EMULATION FOR SEISMIC RISK ASSESSMENT S. Yi, A. Taflanidis | |||||||
| 09:54 - 10:04 | SURROGATE SEISMIC DEMAND MODELLING OF INELASTIC SDOF SYSTEMS FOR DYNAMIC EARTHQUAKE RISK ASSESSMENT R. Gentile, C. Galasso | |||||||
| 10:04 - 10:15 | BUILDING SURROGATE MODELS FOR SEISMIC PERFORMANCE EVALUATIONS USING DIMENSIONALITY REDUCTION AND RF M. Monsalve, E. Ferrario, J.C. de la Llera | |||||||
| AMBER 6 | ||||||||
| ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 09:00 - 09:15 | NON-LINEAR ANALYSIS OF STRENGTHENED MASONRY CROSS-SECTIONS WITH DIMENSIONLESS CLOSED FORM SOLUTION S. Belliazzi, G.P. Lignola, E. Cosenza, F. Fabbrocino | |||||||
| 09:15 - 09:25 | SEISMIC RESPONSE OF AN URM BUILDING STRENGTHENED WITH FRCM S. Bracchi, M. Rota, A. Penna | |||||||
| 09:25 - 09:35 | BIDIRECTIONAL SHAKE-TABLE TEST OF A RETROFITTED URM BUILDING G. Congdon, A. Stavridis, R. Raman, M. Bruneau, K. Sett | |||||||
| 09:35 - 09:45 | EFFECT OF TRADITIONAL STRENGTHENING INTERVENTIONS ON SEISMIC FRAGILITY OF URM BUILDINGS V. Buonocunto, E. Acconcia, F. Parisi | |||||||
| 09:45 - 09:55 | NATURAL FIBRES BASED PLASTERS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS: A COMPARATIVE ANALYSIS A. Davino, E. Meglio, A. Formisano | |||||||
| 09:55 - 10:05 | MICRO-SCALE MODIFIED SELF-SENSING REPAIR MORTAR FOR STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY STRUCTURES A. Drougkas, V. Sarhosis, A. Macente, M. Basheer, A. D Alessandro, F. Ubertini | |||||||
| 10:05 - 10:15 | A 8-DOF TRUSS ELEMENT FOR FRCM RETROFITTING OF MASONRY WALLS IN-PLANE LOADED N. Pingaro, G. Milani | |||||||
| AMBER 7 | ||||||||
| EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
| 09:00 - 09:03 | INTRODUCTION | |||||||
| 09:03 - 09:15 | PROCESS AND PROGRESS TOWARD DEVELOPMENT OF DESIGN CRITERIA FOR FUNCTIONAL RECOVERY OF BUILDINGS R. Kersting, A. Liel | |||||||
| 09:15 - 09:27 | REDI RATING SYSTEM V2.0: UPDATED RESILIENCE-BASED DESIGN GUIDELINES FOR NEW AND EXISTING BUILDINGS I. Almufti, A. Tzortzis, J. Valigura, M. Mieler | |||||||
| 09:27 - 09:39 | CONSIDERING SOCIETAL EXPECTATIONS IN THE SEISMIC PERFORMANCE OF BUILDINGS H. Ferner, S. Abeling, S. Beaven, C. Brown, D. Brunsdon, H. Cowan, C. Dunne, K. Elwood, J. Hare, D. Gill, R. Jury | |||||||
| 09:39 - 09:51 | NEW PROVISIONS IN CANADA'S BUILDING CODE 2020 FOR 'NO STRUCTURAL DAMAGE' EARTHQUAKE PERFORMANCE J. Sherstobitoff, J. Salmon, B. Keshavarz | |||||||
| 09:51 - 10:03 | TOWARD PRESCRIPTIVE DESIGN PROVISIONS FOR FUNCTIONAL RECOVERY PERFORMANCE: NONSTRUCTURAL SYSTEMS C. Molina Hutt, R.B. Zimmerman | |||||||
| 10:03 - 10:15 | FUNCTIONAL RECOVERY OF LIFELINE INFRASTRUCTURE SYSTEM SERVICES C. Davis, A. Herseth, K. Johnson, A. Hortacsu | |||||||
| AMBER 8 | ||||||||
| NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
| 09:00 - 09:10 | STUDY ON MECHANICAL PROPERTIES OF GYPSUM BOARDS SUBJECTED TO IN-PLANE FORCES AND BENDING Y. Sato, A. Shegay, F. Sakuraba, S. Motoyui | |||||||
| 09:10 - 09:20 | OUT-OF-PLANE FRAGILITY CURVES OF STEEL-FRAMED GYPSUM PARTITIONS WITH SCREW AND ADHESIVE CONNECTIONS C. Guzman, G. Araya-Letelier, R. Astroza, E. Miranda, M.F. Gallegos | |||||||
| 09:20 - 09:30 | STRENGTH OF STEEL TRACK-CONCRETE SLAB CONNECTIONS IN LIGHT GAUGE STEEL PARTITION WALL X. Yang, S. Kishiki | |||||||
| 09:30 - 09:40 | IN-PLANE DAMAGE AND REPAIR TIME OF PARTITION WALLS WITH DIFFERENT BOUDARIES UNDER EARTHQUAKES J. Huang, M. Kurata | |||||||
| 09:40 - 09:50 | SEISMIC PERFORMANCE OF PARTITION WALLS SUBJECTED TO STORY DRIFT AND INERTIAL FORCE Y. Oki, S. Kishiki, N. Tatsumi, T. Ishihara | |||||||
| 09:50 - 10:00 | LOW-DAMAGE DRYWALL PARTITION WALL SYSTEM FOR IMMEDIATE POST-EARTHQUAKE OCCUPANCY S. Menegon, J. Hashemi, E. Gad | |||||||
| 10:00 - 10:10 | EARTHQUAKE-PROOF GLASS-ALUMINIUM PARTITION WALLS WITH VISCOELASTIC DISSIPATIVE DEVICES F. Scozzese, R. Ditommaso, A. Zona, F.C. Ponzo, A. Di Cesare, A. Dall Asta | |||||||
| 10:10 - 10:20 | EXPERIMENTAL STUDY ON EVALUATING DAMAGE TO INTERIOR AND EXTERIOR WALLS, WITH A FOCUS ON VISIBILITY S. Yagi, T. Seike | |||||||
| SUITE 6 | ||||||||
| TNM8 - NATECH SEISMIC RISK ASSESSMENT, MANAGEMENT AND MITIGATION IN MAJOR HAZARD INDUSTRIAL FACILITIES | Convenors: A. Marino, M. Ciucci | ||||||||
| 09:00 - 09:02 | INTRODUCTION | |||||||
| 09:02 - 09:10 | AVOIDING EARTHQUAKE-RELATED GEOHAZARDS AT THE SEABED VIA OFFSHORE SUSPENDED LIFELINES P. Psarropoulos, N. Makrakis, Y. Tsompanakis | |||||||
| 09:10 - 09:18 | DAMAGE EVALUATION AND MITIGATION IN INDUSTRIAL FACILITIES DUE TO NATECH SEISMIC EVENTS D. Perrone, G. Gabbianelli, F. Micelli, M. Ciucci | |||||||
| 09:18 - 09:26 | EARLY WARNING AND SMART TECHNOLOGIES FOR SEISMIC NATECH RISK MANAGEMENT IN MAJOR HAZARD INDUSTRIES A. Marino, G. Berardo, M. Ciucci | |||||||
| 09:26 - 09:34 | FE MODELS FOR SEISMIC ANALYSIS OF FLOATING ROOF OF STORAGE TANKS IN MAJOR HAZARD INDUSTRIAL PLANTS M. Salimbeni, M. De Angelis, C. Delle Site, M. Ciucci | |||||||
| 09:34 - 09:42 | OPENSRA: A SOFTWARE FOR SEISMIC RISK ANALYSIS OF NATURAL GAS INFRASTRUCTURE M. Largent, B. Zheng, J. Watson-Lamprey, J. Bray, N. Abrahamson, C. Bain, D. Hutabarat, K. Soga, J. Wang, P. Hubbard, S. Gavrilovic, F. McKenna, J. Rutqvist, T. Sasaki, Y. Zhang, K. Luu, P. Jordan, B. Foxall, E. Pantoli, T. Hutchinson, D. McCallen, S. Elfass, T. O Rourke, S. Lindvall, S. Thompson | |||||||
| 09:42 - 09:50 | SEISMIC RISK ASSESSMENT OF SURFACE NATURAL GAS INFRASTRUCTURE: CONTRIBUTIONS TO OPENSRA E. Pantoli, T.C. Hutchinson, S. Elfass, D. McCallen, M. Largent, J. Watson-Lamprey, B. Zheng, J. Bray | |||||||
| 09:50 - 09:58 | SEISMIC PERFORMANCE AND RISK ASSESSMENT OF INDUSTRIAL STRUCTURES DURING THE 2023 TÜRKIYE EARTHQUAKES S. Ozturk, E. Altunsu, O. Gunes, A. Sari | |||||||
| 09:58 - 10:06 | STRUCTURAL MONITORING OF TANKS BASED ON FBG FIBER OPTIC SENSORS FOR NATECH SEISMIC RISK MANAGEMENT M. Salimbeni, M. De Angelis, V. Vezzari, A. Marino, M. Ciucci | |||||||
| 10:06 - 10:14 | UAV FOR SAFE EMERGENCY MANAGEMENT OF SEISMIC NATECH EVENTS IN MAJOR HAZARD INDUSTRIAL PLANTS A. Marino, M. Ciucci | |||||||
| 10:14 - 10:15 | DISCUSSION | |||||||
| SUITE 7 | ||||||||
| GRM1 - ROTATIONAL SEISMIC GROUND MOTIONS AND THEIR ENGINEERING SIGNIFICANCE | Convenors: Z. Zembaty, H. Igel, P. Bonkowski | ||||||||
| 09:00 - 09:05 | INTRODUCTION | |||||||
| 09:05 - 09:15 | ROCKING GROUND MOTION EFFECTS ON TOWERS AND TALL BUILDINGS P. Bonkowski, Z. Zembaty | |||||||
| 09:15 - 09:25 | ROTATIONAL MOTIONS IN SEISMOLOGY AND ENGINEERING H. Igel, F. Bernauer, J. Wassermann, F. Lindner, S. Keil, L. Tang, A. Brotzer | |||||||
| 09:25 - 09:35 | RESPONSE OF TALL BUILDINGS TO TRANSLATION AND ROTATION AT THEIR BASE WITH EXAMPLES M. Todorovska, L. Cruz, M. Trifunac, A. Aihemaiti, G. Lin, J. Cui | |||||||
| 09:35 - 09:45 | ROCKING IN BUILDING: A DATA-DRIVEN CONTRIBUTION TO UNDERSTANDING SEISMIC STRUCTURAL RESPONSE P. Gueguen | |||||||
| 09:45 - 09:55 | INERTIAL ROTATION SENSING U. Schreiber, J. Kodet | |||||||
| 09:55 - 10:05 | APPLICATIONS OF ROTATIONAL SENSING IN ANALYZING STRUCTURAL VIBRATIONS AND THEIR MODAL ANAYLYSES F. Bernauer, P. Bonkowski, A. Dhabu, Z. Zembaty | |||||||
| 10:05 - 10:15 | DISCUSSION | |||||||
| SUITE 8 | ||||||||
| BCI9 - EXPERIMENTATION AND MODELLING OF CORRODED BRIDGE PIERS: LIMITATIONS & FUTURE DIRECTIONS | Convenors: A. Palermo, M. Kashani | ||||||||
| 09:00 - 09:10 | BRIDGE PIERS LOAD AND DEFORMATION CAPACITY: NATURAL AND ARTIFICIAL CORROSION EFFECTS D. Coronelli | |||||||
| 09:10 - 09:20 | CYCLIC SHEAR CAPACITY OF DETERIORATED CIRCULAR REINFORCED CONCRETE PIERS B. Matthews, A. Palermo, A. Scott | |||||||
| 09:20 - 09:30 | INELASTIC CYCLIC RESPONSE OF CIRCULAR CORRODED CONCRETE BRIDGE PIERS M.M. Kashani | |||||||
| 09:30 - 09:40 | LARGE SCALE EXPERIMENTAL TESTING OF 80 YEAR OLD BRIDGE PIERS A. Bal, L. Hogan, M. Stephens, L. Wotherspoon | |||||||
| 09:40 - 09:50 | LARGE-SCALE TESTING OF AGED REINFORCED CONCRETE COLUMNS UNDER LATERAL CYCLIC LOADING C. McKee, P. Sideris, M. Hubler | |||||||
| 09:50 - 10:00 | PROBABILISTIC SEISMIC CAPACITY ANALYSIS OF A CORRODED RC BRIDGE S. Abtahi, Y. Li | |||||||
| 10:00 - 10:10 | THE IMPACT OF CORROSION ON THE LIMIT STATES OF RC STRUCTURES D. Comaniciu, M. Kowalsky, M. Pourghaz | |||||||
| 10:10 - 10:20 | VIBRATION MONITORING OF AQUEDUCT BRIDGES: A CASE STUDY FOR COLLAPSE OF MUSOTA AQUEDUCT BRIDGE N. Mohammadi, Y. Kuwata, A. Morioka | |||||||
| SUITE 9 | ||||||||
| SHM7 - TOWARDS A NEW VISION OF CIVIL ENGINEERING: DIGITAL INNOVATION TO STRUCTURAL HEALTH MANAGEMENT | Convenors: S. Ruggieri, A. Saisi, A. Nettis | ||||||||
| 09:00 - 09:02 | INTRODUCTION | |||||||
| 09:02 - 09:12 | DESIGNING A CLOUD-BASED DIGITAL TWIN FRAMEWORK FOR INDIRECT BRIDGE HEALTH MONITORING (IBHM) A. Younesian, S. Alam | |||||||
| 09:12 - 09:22 | UAV-BASED VIDEO ANALYSIS AND SEMANTIC SEGMENTATION FOR SHM OF EARTHQUAKE-EXCITED STRUCTURES P. Cao, R. Ji, Z. Ma, S. Sorosh, E. Lo, T. Norton, J. Driscoll, X. Wang, T. Hutchinson, S. Pei, F. Kuester | |||||||
| 09:22 - 09:32 | SAP.PY: AUTOMATED MODEL UPDATING USING SAP2000 OAPI AND PYTHON FOR STRUCTURAL HEALTH MONITORING G. Bruno, S. Ruggieri, A. Nettis, F. Parisi, G. Uva | |||||||
| 09:32 - 09:42 | SENSING BEHAVIOR OF SMART FULL-SCALE CONCRETE STRUCTURES WITH CARBON FIBERS FOR SEISMIC SHM A. D Alessandro, A. Meoni, S. Laflamme, F. Ubertini | |||||||
| 09:42 - 09:52 | MEASUREMENT OF RESIDUAL DEFORMATION OF A STRUCTURE USING MEMS ACCELEROMETER S. Pradhan, K. Nishimura, S. Matsuzawa | |||||||
| 09:52 - 10:02 | RESEARCH ON THE ASSEMBLY OF 3D SPACE IN'JODO-SHU SAINEN-JI HONDOU'USING SFM TECHNOLOGY Z. Wang, H. Sato, H. Kajikawa | |||||||
| 10:02 - 10:12 | INTEGRATING STRUCTURAL HEALTH MONITORING WITH ENERGY MONITORING: OPPORTUNITIES AND CHALLENGES L. Blaso, A. D Agostino, S. Giovinazzi | |||||||
| 10:12 - 10:15 | INTRODUCTION | |||||||
