TUESDAY | 10:30 - 11:45
|
TUESDAY | 10:30 - 11:45 |
|
| SPACE 1 | ||||||||
| SDM4 - LOW DAMAGE CONSTRUCTION | Convenors: G.A. MacRae, S. Moghadam, L.-J. Jia | ||||||||
| 10:30 - 10:45 | STRUCTURAL FUSE SHAPES FOR RESILIENT STRUCTURES M. Eatherton, T. Nguyen | |||||||
| 10:45 - 11:00 | DYNAMIC BEHAVIORS OF SNAKE DANCING ROCKING IN SEISMIC RESILIENT MULTIPLE-ROCKING-COLUMN SYSTEM H.T. Zhang, Z.S. Sun, P. Xiang, L.J. Jia | |||||||
| 11:00 - 11:15 | EXPERIMENTAL AND NUMERICAL REPARABILITY ASSESSMENT OF A STEEL STRUCTURE WITH INNOVATIVE COLUMN BASES E. Elettore, F. Freddi, M. Latour, V. Piluso, G. Rizzano | |||||||
| 11:15 - 11:30 | FEASIBILITY OF TRANSFORMING AN INDUSTRIAL MODULAR BUILDING FACTORY TO PRODUCE LOW DAMAGE BUILDINGS A. S. Moghadam, M. Hosseini, A. Khederlou, B. Mansouri | |||||||
| 11:30 - 11:45 | A CASE AGAINST INCREASED SEISMIC PERFORMANCE LEGISLATION FOR BUILDINGS G. MacRae | |||||||
| SPACE 3 | ||||||||
| IDD9 - ADVANCES IN LOW-COST SEISMIC ISOLATION FOR NORMAL-IMPORTANCE BUILDINGS | Convenors: D. Konstantinidis, M. Vassiliou, D. Losanno | ||||||||
| 10:30 - 10:39 | APPLICATION OF STEEL-MESH REINFORCED RUBBER BEARINGS IN HIGHWAY BRIDGES H. Li, M.S. Alam | |||||||
| 10:39 - 10:48 | SHAKE TABLE TESTING AND MODEL VALIDATION OF A SEISMIC ISOLATION SYSTEM FOR LIGHTWEIGHT STRUCTURES S. Lopez Restrepo, M. Constantinou | |||||||
| 10:48 - 10:57 | MECHANICAL RESPONSE OF FIBER-REINFORCED ELASTOMERIC ISOLATORS UNDER VERTICAL AND LATERAL LOADING E. Montalto, D. Konstantinidis | |||||||
| 10:57 - 11:06 | MODELLING OF LOW SHAPE FACTOR RUBBER BEARINGS A. Orfeo, E. Tubaldi, A. Muhr, D. Losanno | |||||||
| 11:06 - 11:15 | NUMERICAL AND EXPERIMENTAL ADVANCEMENTS IN ROLLING ISOLATION SYSTEMS USING ELASTOMERIC SPHERES S. Reyes, M. Vassiliou, K. Agathos, D. Konstantinidis | |||||||
| 11:15 - 11:24 | SIMULATION OF THE BIAXIAL HYSTERETIC BEHAVIOR OF UNBONDED FIBER REINFORCED ELASTOMERIC ISOLATORS N. Vaiana, D. Losanno, D. De Domenico | |||||||
| 11:24 - 11:33 | LOW-COST SEISMIC ISOLATION IN CANADA N. Van Engelen | |||||||
| 11:33 - 11:42 | FULL SCALE IN-SITU STUDY OF FIBER REINFORCED ELASTOMERIC ISOLATORS Z. van Galen, M. Torrie, M. Tait | |||||||
| 11:42 - 11:45 | DISCUSSION | |||||||
| BROWN 1 | ||||||||
| GEO99 - GEOTECHNICAL EARTHQUAKE ENGINEERING AND SITE RESPONSE | Convenors: P. Zimmaro, D. Karamitros | ||||||||
| 10:30 - 10:45 | A PROBABILISTIC, DATA-INFORMED FRAMEWORK FOR REGIONAL ESTIMATION OF LIQUEFACTION DISPLACEMENTS D. Asimaki, G. Lavrentiadis, Z. Bullock | |||||||
| 10:45 - 10:57 | FAULT RUPTURE PROPAGATION THROUGH SLOPE: A NOVEL APPROACH A. Dasgupta, P.S. Nayek, M. Gade | |||||||
| 10:57 - 11:09 | AMPLIFICATIONS MODEL OF GROUND MOTION AT THE RESERVOIR DAMS IN SOUTH KOREA J. Lee, S. Lim, B. Kim | |||||||
| 11:09 - 11:21 | DAMAGE EVALUATION OF EXISTING BURIED FACILITIES INDUCED BY ADJACENT BUILDINGS DURING EARTHQUAKES J. Mayoral, M. Perez, S. Tepalcapa | |||||||
| 11:21 - 11:33 | COMPARISON OF THICKNESS OF SUBSURFACE SOILS TO PEAK PERIOD OF H/V SPECTRAL RATIO T. Toshinawa | |||||||
| 11:33 - 11:45 | PERFORMANCE OF PREFABRICATED VERTICAL DRAINS IN MITIGATING RELIQUEFACTION B.K. Maheshwari, G. Padmanabhan | |||||||
| BROWN 2 | ||||||||
| CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 10:30 - 10:43 | NUMERICAL MODELING OF THE SEISMIC PERFORMANCE OF A 10-STORY MASS TIMBER BUILDING S. Wichman, J. Berman, S. Pei, R. Zimmerman | |||||||
| 10:43 - 10:56 | SEISMICALLY RESILIENT CONNECTIONS FOR MASS TIMBER BUILDINGS S. Pryor, S. Pei, J. W. van de Lindt, D. Huang | |||||||
| 10:56 - 11:09 | STRUCTURAL LIMITATIONS IN THE USE OF EARTHQUAKE-RESISTANT PROPRIETARY CONNECTIONS IN MULTI-STOREY CLT BUILDINGS: A MULTI-PARAMETRIC NUMERICAL STUDY V. Nicolussi, L. Pozza, A. Polastri, D. Casagrande | |||||||
| 11:09 - 11:22 | SEISMIC ASSESSMENT OF A 4-STORY TIMBER BUILDING IN LISBON USING CALIBRATED CONNECTION MODELS C.D. Aquino, F. Ribeiro, L. Rodrigues, J. Branco | |||||||
| 11:22 - 11:35 | DAMAGE ASSESSMENT FOR BALLOON-TYPE CLT SHEAR WALL SYSTEMS SUBJECTED TO M9 EARTHQUAKE SCENARIO E. Ferdosi, C. Loss, C. Ventura | |||||||
| 11:35 - 11:45 | THE REVISION OF THE TIMBER CHAPTER OF EN1998-1-2: THE NEW EUROCODE GENERATION FOR SEISMIC DESIGN M. Fragiacomo, M. Follesa, V. Rinaldi, M. Sciomenta, D. Casagrande | |||||||
| AMBER 1 | ||||||||
| EVO6 - SECOND GENERATION OF EUROCODE 8 | Convenors: R. Bento, P. Bisch, A. A. Correia | ||||||||
| 10:30 - 10:41 | PRINCIPLES OF THE REVISION OF EUROCODE 8 (EN 1998, 2ND GENERATION) P. Bisch | |||||||
| 10:41 - 10:52 | EVOLUTION OF EN1998-1-1: DEVELOPMENTS ON SEISMIC ACTION P. Labbé, R. Paolucci | |||||||
| 10:52 - 11:03 | EVOLUTION OF EN 1998-5: GEOTECHNICAL ASPECTS, FOUNDATIONS, RETAINING AND UNDERGROUND STRUCTURES A. Pecker | |||||||
| 11:03 - 11:14 | EVOLUTION OF EN 1998-1-2: BUILDINGS A. Plumier | |||||||
| 11:14 - 11:25 | EVOLUTION OF EN 1998-2: BRIDGES P. Franchin | |||||||
| 11:25 - 11:36 | EVOLUTION OF EUROCODE 8 PART 3: KEY CHANGES AND FUTURE NEEDS A. Kappos | |||||||
| 11:36 - 11:47 | EVOLUTION OF EN 1998-4: SILOS, TANKS AND PIPELINES, TOWERS, MASTS AND CHIMNEYS C. Butenweg, S. Chatterji | |||||||
| AMBER 2 | ||||||||
| IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
| 10:30 - 10:45 | RECENT DEVELOPMENTS IN SEISMIC ISOLATION AND SUPPLEMENTAL DAMPING SYSTEMS IN NEW ZEALAND D. Whittaker | |||||||
| 10:45 - 11:00 | SEISMIC RELIABILITY ANALYSIS OF STRUCTURES EQUIPPED WITH LIR-DCFP DEVICES P. Castaldo, G. Auad | |||||||
| 11:00 - 11:15 | MODULAR CONSTRUCTION USING ROCKING FRAMES WITH DISSIPATIVE DEVICES M. Lamperti Tornaghi, E. Gandelli, D. Bournas | |||||||
| 11:15 - 11:30 | EARTHQUAKE-RESILIENT RC BUILDINGS WITH STEEL-CONCRETE TRUSSED BEAMS AND FRICTION DAMPERS P. Colajanni, J. D Anna, L. La Mendola, A. Monaco, S. Pagnotta | |||||||
| 11:30 - 11:45 | A NUMERICAL MODEL FOR THE MULTI-AXIAL RESPONSE OF HIGH DAMPING RUBBER BEARINGS (HDRBS) J.A. Gallardo, J.C. de la Llera, J.I. Restrepo, M. Chen | |||||||
| AMBER 3 | ||||||||
| SHM3 - ADVANCED AND INTEGRATED STRUCTURAL HEALTH MONITORING SOLUTIONS FOR CRITICAL INFRASTRUCTURE | Convenors: E. Kalkan, J. Parol | ||||||||
| 10:30 - 10:41 | A NEW SEISMIC DAMAGE PARAMETER BASED ON THE HILBERT-HUANG TRANSFORM S. Castelli, P. Riva, A. Belleri, L. Danesi, L. Rota | |||||||
| 10:41 - 10:52 | SEISMIC RESPONSE MEASUREMENTS OF A CONCRETE TOWER DUE TO DISTANT EARTHQUAKES J. Parol, J. Al-Qazweeni, H. Kamal, R. Husain, M. Ashour | |||||||
| 10:52 - 11:03 | A NOVEL SYSTEM FOR SHM IN EARTHQUAKE AND VIBRATION CONTROL COUPLED WITH BIM P.L.A. Renault, M. Radisic, P. Michel, M. Marinkovic | |||||||
| 11:03 - 11:14 | AMBIENT VIBRATION INVESTIGATION OF THE SUSPENSION BRIDGE OVER JABLANICA LAKE A. Karavelic, H. Hadzic, E. Jahic, G. Simonovic, M. Hrasnica, S. Medic | |||||||
| 11:14 - 11:25 | ENHANCING HEALTHCARE FACILITY SAFETY AND RESILIENCE THROUGH SEISMIC INSTRUMENTATION M. Lew, F. Naeim, R. Lobo, E. Kalkan | |||||||
| 11:25 - 11:36 | DEVELOPMENT AND VALIDATION OF A LOW-COST WIRELESS SENSOR NETWORK FOR SHM G. Maddaloni, A. De Angelis, C. Martino | |||||||
| 11:36 - 11:47 | DIGITAL SOLUTIONS FOR CONDITION ASSESSMENT OF NUCLEAR PIPING SYSTEMS SUBJECTED TO SEISMIC LOAD H.K. Sandhu, S.S. Bodda, A. Gupta | |||||||
| AMBER 4 | ||||||||
| REC1 - 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE: FIELD OBSERVATIONS, DISCUSSIONS, RECOMMENDATIONS | Convenors: M.A. Erberik, A. Askan, M.K. Kockar | ||||||||
| 10:30 - 10:40 | NTUA/HAEE RECONNAISSANCE MISSION IN TURKIYE: GEOLOGICAL AND GEOTECHNICAL ASPECTS E. Garini, G. Gazetas, C. Giarlelis, V. Marinos, M. Moretti, V. Palieraki, A. Papachristidis, D. Pitilakis, A. Sextos, S. Stefanidou, P. Thanopoulos, G. Tsiatas, P. Tsopelas, E. Vintzileou, E. Vougioukas, C. Zeris, M.Z. Cekinmez | |||||||
| 10:40 - 10:50 | BUILDING PERFORMANCE AT SITES AFFECTED BY LIQUEFACTION DURING THE 2023 TÜRKIYE EARTHQUAKE J.D. Bray, D.M. Moug, K.O. Cetin, J.M. Macedo, P. Bassal, J.D. Frost, S.B. Kendir, A. Sahin, K. Ulmer, C. Arnold, M. Bikce | |||||||
| 10:50 - 11:00 | EVALUATION OF SITE EFFECTS IN KAHRAMANMARAS EARTHQUAKES REGION BY CHARACTERIZATION OF SGM STATIONS M.K. Kockar, A.K. Karabulut, G. Sahin, A. Arslan Kelam, H. Akgun, B. Ural, A.E. Ozsimsir, Y.E. Kaya, C. Demir, K. Yousefi Bavil, G. Felek, M.T. Yilmaz, O. Kale, A. Askan, M.A. Erberik | |||||||
| 11:00 - 11:10 | LIQUEFACTION INDUCED HAZARDS AFTER THE FEBRUARY 6TH, KAHRAMANMARAS EARTHQUAKES B. Unutmaz, A. Gurbuz, S. Firat, C. Demir, G. Sahin, M.K. Kockar, N.S. Isik, F. Erciyes | |||||||
| 11:10 - 11:20 | SEISMIC PERFORMANCE OF BASE ISOLATED HOSPITALS DURING FEBRUARY 6, 2024 KAHRAMANMARAS EARTHQUAKES H. Sucuoglu | |||||||
| 11:20 - 11:30 | PERFORMANCE OF BASE ISOLATED HOSPITAL BUILDINGS DURING THE 2023 TURKEY-SYRIA EARTHQUAKE P. Calvi, U. Ozcamur, S. Taniser, G.M. Calvi | |||||||
| 11:30 - 11:40 | FEBRUARY 6, 2023, EARTHQUAKES: PRELIMINARY FINDINGS FROM DAMAGE SURVEYS OF BUILDINGS C. Yenidogan, M. Kurata, T. Nagae, Y. Hisada, H. Fukui, K. Kobayashi | |||||||
| 11:40 - 11:50 | 2023 TURKEY EARTHQUAKE SEQUENCE - LESSONS LEARNED FROM A REVIEW OF THE PERFORMANCE OF POWER FACILITIES R. Cappa, B. Gurdul Erkal, O. Akinci, G. Hardy, R. Choromokos, J. Richards | |||||||
| AMBER 5 | ||||||||
| SHR9 - NATIONAL SEISMIC RISK MODELLING EFFORTS: CHALLENGES, ACHIEVEMENTS AND FUTURE GOALS | Convenors: V. Silva, H. Crowley, A.B. Acevedo | ||||||||
| 10:30 - 10:33 | INTRODUCTION | |||||||
| 10:33 - 10:45 | A PERSPECTIVE ON EVOLVING SEISMIC RISK ESTIMATES IN THE UNITED STATES K. Jaiswal, M. Petersen, N. Field, K. Rukstales, D. Bausch, J. Rozelle, G. Hayes | |||||||
| 10:45 - 10:57 | CHARACTERIZING EARTHQUAKE RISK IN CANADA: A MODEL 18 YEARS IN THE MAKING T. Hobbs, P. LeSueur, M. Journeay | |||||||
| 10:57 - 11:09 | PROBABILISTIC SEISMIC RISK ASSESSMENT OF COMMUNITIES AND CRITICAL INFRASTRUCTURE IN PALESTINE J. Dabbeek, H. Crowley, J. Dabbeek | |||||||
| 11:09 - 11:21 | PROPOSAL OF A NEW SEISMIC HAZARD MAP FOR GREECE: DEVELOPMENT AND IMPACT ON NATIONAL RISK ASSESSMENT K. Pitilakis, E. Riga, S. Apostolaki, L. Danciu | |||||||
| 11:21 - 11:33 | PERSPECTIVES FROM THE FIRST EARTHQUAKE RISK MODEL OF SWITZERLAND (ERM-CH23) A.N. Papadopoulos, P. Roth, L. Danciu, P. Bergamo, F. Panzera, D. Fäh, C. Cauzzi, B. Duvernay, A. Khodaverdian, P. Lestuzzi, Ö. Odabasi, E. Fagà , P. Bazzurro, M. Marti, N. Valenzuela, I. Dallo, N. Schmid, P. Kästli, F. Haslinger, S. Wiemer | |||||||
| 11:33 - 11:45 | NATIONAL SEISMIC RISK ASSESSMENT: THE MARS MODEL FOR ITALY S. Lagomarsino, A. Masi | |||||||
| AMBER 6 | ||||||||
| ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
| 10:30 - 10:40 | BEHAVIOUR OF COLD-FORMED STEEL STUD-SHEATHING CONNECTIONS SUBJECTED TO IN-PLANE LATERAL LOADS C. Sonkar, A. Chourasia, D. McCrum | |||||||
| 10:40 - 10:50 | CYCLIC STABILITY OF STEEL INFILL PLATES WITH TWO-SIDE CLAMPED BOUNDARY CONDITIONS D. Shin, H. Kim | |||||||
| 10:50 - 11:00 | DEMONSTRATION OF REDUCTION IN WAREHOUSE BUILDING MATERIAL QUANTITY USING A SLIDE EFFECT DEVICE R. Kawasumi, K. Yamagishi | |||||||
| 11:00 - 11:10 | DEVELOPMENT OF FRAGILITY CURVES FOR RURAL LOW-RISE BUILDINGS IN IRAN M.R. Soghrat, A. Maghsoudi-Barmi, R. De Lotto, E. Venco, C. Pietra, N. Nastaran Zanjani | |||||||
| 11:10 - 11:20 | EFFECT OF CONSIDERING STAIRCASES BEHAVIOR ON SPECIAL STEEL MOMENT RESISTING FRAMES IN EARTHQUAKE ZONE M.G. Vetr Tamijani, S. Fallah, S. Abbasalizade Boura | |||||||
| 11:20 - 11:30 | FLEXURAL-TORSIONAL BUCKLING OF SHEAR-YIELDING SEISMIC DAMPER USING THIN STEEL PLATE S. Honma, Y. Harada, K. Ebato | |||||||
| 11:30 - 11:40 | INFLUENCE OF SANDWICH PANEL FACADES ON THE NONLINEAR STATIC RESPONSE OF INDUSTRIAL STEEL STRUCTURES L. Bittner, C. Vulcu, B. Hoffmeister | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| AMBER 7 | ||||||||
| BCI6 - SEISMIC ANALYSIS OF DAMS AND LEVEES | Convenors: M.A. Hariri-Ardebili, A. De Falco, G. Mazza | ||||||||
| 10:30 - 10:40 | APPLICATION OF GROUND MOTION-COMPATIBLE INTENSIFYING ARTIFICIAL ACCELERATION IN DAMS G. Sevieri, M.A. Hariri-Ardebili, C. Resta, A. De Falco | |||||||
| 10:40 - 10:50 | IMPLICATIONS OF SEISMIC RISK ANALYSIS FOR DAMS AND DECISION MAKING IN A RISK INFORMED FRAMEWORK M. Rocha, K.Z.Z. Lee, P. Mott | |||||||
| 10:50 - 11:00 | CHALLENGES IN DEVELOPING VERTICAL HAZARD FOR SEISMIC ANALYSIS OF CONCRETE DAMS N. Kwong, S. Rezaeian, A. Makdisi, N. Luco | |||||||
| 11:00 - 11:10 | IMPACTS OF CONSTITUTIVE MODEL AND INPUT GROUND MOTION SELECTION ON THE SEISMIC RESPONSE OF AN EARTH DAM A.G. Ozcebe, D. Gioffre, A. Famà, E. Zuccolo, F. Bozzoni, C.G. Lai | |||||||
| 11:10 - 11:20 | 3D SEISMIC STABILITY ANALYSIS OF A CONCRETE SPILLWAY PIER AFFECTED BY AAR A. Nour, A. Cherfaoui | |||||||
| 11:20 - 11:30 | USE OF THREE-DIMENSIONAL NUMERICAL ANALYSES IN SEISMIC DESIGN OF EARTH EMBANKMENTS M. Kafash, Z. Karimi, L. Yenne | |||||||
| 11:30 - 11:40 | ASSESSMENT OF THE SEISMIC BEHAVIOUR OF CONCRETE DAMS: FROM SIMPLIFIED TO ADVANCED METHODS G. Faggiani, P. Masarati | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| AMBER 8 | ||||||||
| GEO9 - STRUCTURES AGAINST LIQUEFACTION | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 10:30 - 10:39 | CENTRIFUGAL TEST OF CIRCULAR RC SHAFT CONSTRUCTED IN DENSE SAND GROUND AND ITS REPRODUCTION ANALYSIS K. Yamaguchi, Y. Takada, H. Nagai, S. Horimi | |||||||
| 10:39 - 10:48 | COUPLED WIND AND SEISMIC RESPONSE ANALYSIS FOR MONOPILE SUPPORTED OFFSHORE WIND TURBINES WITH MULTIPLE EXCITATION METHOD ON LIQUEFIED GROUND Y. Ohya | |||||||
| 10:48 - 10:57 | 3D-DEM ANALYSIS FROM NORMAL CONSOLIDATION TO RE-CONSOLIDATION THROUGH CONSTANT VOLUME CYCLIC SHEAR T. Shibata, M. Jiang, A. Kamura, M. Kazama | |||||||
| 10:57 - 11:06 | SEPARATING LIQUEFACTION TRIGGERING FROM SURFACE MANIFESTATION R. Green, S. Upadhyaya, A. Rodriguez-Marek, B. Maurer | |||||||
| 11:06 - 11:15 | COMPARISON OF MEASURED AND ESTIMATED SEISMIC BUILDING SETTLEMENTS IN 2023, KAHRAMANMARAS EARTHQUAKES O. Numanoglu, R. Pretell, M. Acar, S. Erinmez, T. Baser | |||||||
| 11:15 - 11:24 | EFFECTS OF PILE DAMAGE DUE TO GROUND LIQUEFACTION ON SEISMIC RESPONSE OF SUPERSTRUCTURE K. Hayashi, S. Tamura, S. Ishibashi | |||||||
| 11:24 - 11:33 | LIQUEFACTION RESISTANCE OF OIL SAND TAILINGS G. Sarkar, A. Sadrekarimi | |||||||
| 11:33 - 11:42 | SEISMIC RESPONSE OF EMBEDDED CANTILEVER RETAINING WALL USING A STRAIN SPACE MULTIPLE MECHANISM MODEL A. Sahare, G.C. Choi, K. Ueda | |||||||
| 11:42 - 11:45 | DISCUSSION | |||||||
| SUITE 6 | ||||||||
| GEO11 - GEOTECHNICAL EARTHQUAKE ENGINEERING WITH GEOSYNTHETICS | Convenors: D. Gioffrè, G. Biondi, G. Cardile, D. Cazzuffi | ||||||||
| 10:30 - 10:48 | GEOSYNTHETIC REINFORCED SOIL WALLS IN SEISMIC AREAS R. Bathurst | |||||||
| 10:48 - 11:06 | GEOSYNTHETIC ENCASED COLUMNS AS A SOIL REMEDIATION AGAINST EARTHQUAKE HAZARDS E. Guler | |||||||
| 11:06 - 11:24 | SEISMIC DESIGN AND PERFORMANCE OF GEOSYNTHETICALLY-LINED SOLID WASTE LANDFILLS N. Matasovic | |||||||
| 11:24 - 11:45 | EARTHQUAKE DAMAGE ASSESSMENT OF GEOSYNTHETIC-REINFORCED RETAINING WALLS FOR THE RESILIENCE OF ROAD Y. Miyata, J. Hironaka, S. Miyamoto | |||||||
| SUITE 7 | ||||||||
| CHH3 - DIGITAL TWINNING OF CULTURAL HERITAGE STRUCTURES IN EARTHQUAKE ZONES | Convenors: G. Miraglia, V. Sarhosis, R. Ceravolo | ||||||||
| 10:30 - 10:45 | EQUIVALENT FRAME TWINS OF DYNAMICALLY-MONITORED MASONRY BUILDINGS: EXPERIENCES AND FUTURE CHALLENGES S. Cattari, D. Sivori | |||||||
| 10:45 - 10:55 | DYNAMIC CHARACTERISTICS OF A CULTURAL HERITAGE THATCHED-ROOF BUILDING IN AKITA, JAPAN C. Cuadra | |||||||
| 10:55 - 11:05 | FROM BIN PACKING TO MASONRY WALL CONSTRUCTION Q. Wang, B.G. Pantoja-Rosero, K.R.M. dos Santos, K. Beyer | |||||||
| 11:05 - 11:15 | DEEP LEARNING ONTOLOGY FOR DOCUMENTATION AND ASSESSMENT OF EARTHQUAKE DAMAGE TO HERITAGE STRUCTURES S. Rihal, H. Assal | |||||||
| 11:15 - 11:25 | EMPOWERING POST-EARTHQUAKE ASSESSMENT AND CULTURAL HERITAGE PRESERVATION THROUGH DIGITAL M. Stepinac, Z. Sigmund | |||||||
| 11:25 - 11:35 | A HOLISTIC PLATFORM FOR THE SEISMIC RISK ASSESSMENT OF ANCIENT MONUMENTS V. Melissianos, C. Lachanas, X. Lignos, D. Vamvatsikos, A. Chatzidaki, M. Dasiou, A. Manetas | |||||||
| 11:35 - 11:45 | INPUT PARAMETERS ANALYSIS OF VIRTUAL MODELS THROUGH CONTACT AND CONTACTLESS MONITORING TECHNIQUES G. Miraglia, S. Coccimiglio, R. Ceravolo, V. Sarhosis | |||||||
| SUITE 8 | ||||||||
| GEO7 - EARLY HISTORY AND HISTORICAL PERSPECTIVE OF SITE EFFECTS AND DYNAMIC SOIL-STRUCTURE INTERACTION | Convenors: R. Paolucci, C. Lai | ||||||||
| 10:30 - 10:43 | WAVE PROPAGATION IN LAYERED SOIL DEPOSITS R. Borcherdt | |||||||
| 10:43 - 10:56 | ONE-DIMENSIONAL SITE AMPLIFICATION STUDIES IN JAPAN FROM 1930S UP TO PRESENT H. Kawase | |||||||
| 10:56 - 11:09 | SITE EFFECTS ON SEISMIC GROUND MOTION: EARLY HISTORY F.J. Sánchez Sesma, R. Paolucci | |||||||
| 11:09 - 11:22 | SSI IN SEISMIC BUILDING CODES: FROM EARLY CODES TO PRESENT AND POSSIBLE FUTURE DEVELOPMENTS A. Pecker, A. Correia | |||||||
| 11:22 - 11:35 | EUROSEISTEST - EUROPROTEAS: 35 YEARS OF RESEARCH IN SITE EFFECTS, STRONG GROUND MOTION AND SFSI K. Pitilakis, D. Raptakis, M. Manakou, A. Anastasiadis, D. Pitilakis, E. Riga, K. Makra | |||||||
| 11:35 - 11:48 | FROM SITE RESPONSE TO SITE-CITY INTERACTION: A CASE STUDY IN THE TOKYO AREA P. Bard, K. Nakano, E. Ito, J. Sun, Z. Wang, H. Kawase | |||||||
| SUITE 9 | ||||||||
| SHR18 - RECENT ADVANCES AND CHALLENGES IN (RE)INSURANCE PORTFOLIO RISK MANAGEMENT | Convenors: U. Tomassetti, M. Käser, N. Giordano | ||||||||
| 10:30 - 10:35 | INTRODUCTION | |||||||
| 10:35 - 10:45 | THE EFFECT OF OBSERVED DAMAGE ON GROUND SHAKING AND FRAGILITY CALIBRATION A. Rosti, I. Iervolino, A. Penna, M. Giorgio | |||||||
| 10:45 - 10:55 | CONSIDERATION OF AFTERSHOCKS AND TRIGGERED EARTHQUAKES IN PORTFOLIO RISK ASSESSMENTS N. Shome, D. Fitzenz, J. Woessner, M. Rahnama | |||||||
| 10:55 - 11:05 | DEVELOPING A CAT-BOND COVERAGE SCHEME AGAINST SEISMIC RISK FOR THE ITALIAN RESIDENTIAL BUILDINGS L. Hofer, M.A. Zanini, P. Gardoni | |||||||
| 11:05 - 11:15 | EARTHQUAKE-TSUNAMI INSURANCE RISK EXPOSURE ESTIMATION FOR THE DISTRICT OF TOFINO, BRITISH COLUMBIA K. Goda | |||||||
| 11:15 - 11:25 | FORWARD-LOOKING EARTHQUAKE RISK MODELING: RECENT ADVANCES AND PERSPECTIVES C. Galasso | |||||||
| 11:25 - 11:35 | INVESTIGATING AFTERSHOCK-INDUCED EARTHQUAKE LOSSES S. Iacoletti, U. Tomassetti, A. Tsioulou, I. Dima-West | |||||||
| 11:35 - 11:45 | REASSESSMENT OF THE 1943 TOTTORI EARTHQUAKE, JAPAN, BASED ON NK VALUES H. Nakai, M. Sakamoto, T. Hirai | |||||||
