WEDNESDAY | 14:30 - 15:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
14:30 - 14:42 | HYBRID QUANTUM-CLASSICAL CONVOLUTIONAL NEURAL NETWORK FOR MULTICLASS DAMAGE PREDICTION OF BUILDINGS S. Bhatta, J. Dang | |||||||
14:42 - 14:54 | DAMAGE DETECTION IN TWO SMALL-SCALE STEEL FRAMES THROUGH TRANSFER LEARNING E. Tomassini, I.A. Hernández-González, V. Giglioni, I. Venanzi, E. García-Macías, F. Ubertini | |||||||
14:54 - 15:06 | MACHINE LEARNING APPLIED TO EDDY CURRENT THERMOGRAPHY FOR ASSESSING REINFORCED CONCRETE BARS G. Concu, D. Meloni, C. Piga | |||||||
15:06 - 15:18 | MACHINE-LEARNING BASED SEISMIC DAMAGE LIMIT STATES MODELS FOR CORRODED RC BRIDGE PIERS N. Chirdeep, M. Gangwar, S. Shekhar, A. Bahurudeen | |||||||
15:18 - 15:30 | MACHINE LEARNING BASED STRUCTURAL HEALTH MONITORING OF ROCKING BRIDGE SYSTEM UNDER SEISMIC EVENTS I. Mantawy, N. Ravuri | |||||||
15:30 - 15:42 | NEW EXPLAINABILITY METRICS TO ASSESS AI-BASED RECOGNITION OF TYPICAL DEFECTS IN EXISTING RC BRIDGES. S. Ruggieri, A. Cardellicchio, A. Nettis, V. Renò, G. Uva | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM1 - MACHINE LEARNING METHODS FOR SEISMIC SAFETY AND CONDITION ASSESSMENT OF BRIDGES AND INFRASTRUCTURES | Convenors: I. Venanzi, G. Uva, P. Rizzo | ||||||||
14:30 - 14:42 | BAYESIAN NEURAL NETWORK-BASED DATA FUSION FOR COMBINING SHM AND VISUAL INSPECTIONS L. Ierimonti, I. Venanzi, F. Mariani, F. Ubertini | |||||||
14:42 - 14:54 | POST-EARTHQUAKE DAMAGE STATE CLASSIFICATION USING VGG-16 CONVOLUTIONAL NEURAL NETWORK J.L. Abarquez, D.H. Aquino, K.D. Colegio | |||||||
14:54 - 15:06 | PRESTRESSED BRIDGE DAMAGE IDENTIFICATION: FEM AND DATA FUSION - A PARAMETRIC CASE STUDY P. Giri, L. Ierimonti, E.G. Macias, I. Venanzi, F. Ubertini | |||||||
15:06 - 15:18 | PROBABILISTIC SEISMIC DEMAND MODEL PREDICTION OF MULTI-SPAN GIRDER BRIDGES USING MACHINE LEARNING A. Nettis, F. Parisi, G. Uva | |||||||
15:18 - 15:30 | RESEARCH ON SEISMIC DESIGN AND EVALUATION METHODS FOR SMALL AND MEDIUM SPANNING HIGHWAY BEAM BRIDGES K. Wang, W. Guo | |||||||
15:30 - 15:42 | URBAN RESILIENCE: BUILDING QUALITY ASSESSMENT VIA UNSUPERVISED MACHINE LEARNING A. Kharazian, A. Guardiola Villora, S. Molina, J.J. Galiana-Merino, G. Ortuño Saez, J.L. Soler Llorens, J.A. Huesca Torto, I. Gómez Doménech, D. Montiel López | |||||||
15:42 - 15:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR8 - USE OF TIMBER FOR THE SUSTAINABLE EARTHQUAKE PROTECTION OF EXISTING BUILDINGS | Convenors: I. Giongo, F. Graziotti, D. Bournas | ||||||||
14:30 - 14:39 | STUDY ON REPAIR OF WOOD PARTS USING EPOXY RESIN MIXED WITH CELLULOSE FIBERS A. Ohtsuka | |||||||
14:39 - 14:48 | REHABILITATION OF NCC RIVER HOUSE L. Nicol, J. Marrs | |||||||
14:48 - 14:57 | RETROFIT OF URM BUILDINGS USING TIMBER FRAMES AND OSB PANELS: EXPERIMENTAL AND ANALYTICAL STUDIES N. Damiani, G. Guerrini, F. Graziotti | |||||||
14:57 - 15:06 | A DESIGN METHOD FOR THE RETROFIT OF MASONRY WALLS WITH TIMBER STRONG-BACKS D. Cassol, D. Dizhur, I. Giongo | |||||||
15:06 - 15:15 | EXPERIMENTAL SEISMIC PERFORMANCE ASSESSMENT OF A CLT-BASED RETROFIT SOLUTION FOR RC BUILDINGS S. Kallioras, D. Bournas, F. Smiroldo, I. Giongo, M. Piazza, F. Molina, P. Pegon | |||||||
15:15 - 15:24 | SUSTAINABILITY ASSESSMENT OF SEISMIC RETROFITTING – COMPARISON OF TWO PRE-SEISMIC STRENGTHENINGS E. Tanzi, G. Balaskas, L. Rauber | |||||||
15:24 - 15:33 | CYCLIC TESTING OF MASONRY-INFILLED RC FRAMES STRENGTHENED WITH CROSS-LAMINATED TIMBER PANELS F. Smiroldo, S. Kallioras, G. Sommacal, D. Bournas, M. Piazza, I. Giongo | |||||||
15:33 - 15:42 | SIMPLIFIED NUMERIC STRATEGIES FOR THE ASSESSMENT OF RC FRAMES RETROFITTED WITH THE RC-TP SYSTEM A. Bartolotti, F. Smiroldo, S. Kallioras, D. Bournas, M. Piazza, I. Giongo | |||||||
15:42 - 15:51 | DISCRETE MACRO-ELEMENT MODELLING OF BUILDINGS STRENGTHENED BY MEANS OF TIMBER DIAPHRAGMS S. Liseni, I. Fiore, F. Cannizzaro, S. Caddemi, I. Calio | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | RETROFITTING SOFT-STOREY STRUCTURES USING THE GIB SYSTEM: AN ILLUSTRATIVE EXAMPLE J. Salmon, C. Christopoulos | |||||||
14:41 - 14:52 | NUMERICAL EVALUATION OF SEISMICALLY DEFICIENT RC JOINTS RETROFITTED WITH FE-SMA W. Carofilis, E. Eugene, D. Jung | |||||||
14:52 - 15:03 | PERFORMANCE OF A 4-STOREY RC STRUCTURE TESTED ON A SHAKE-TABLE BEFORE AND AFTER REPAIR A. Shegay, K. Miura, A. Mikawa, M. Maeda, M. Seki, T. Anabuki, K. Yonezawa | |||||||
15:03 - 15:14 | RESIDUAL CAPACITY OF REINFORCING STEEL BARS IN REINFORCED CONCRETE STRUCTURES R. Kuwabara, L. Hogan, K. Elwood, E. Opabola, N. Brooke | |||||||
15:14 - 15:25 | SEISMIC ASSESSMENT OF AN EXISTING 1960'S R.C. BUILDING DESIGNED FOR GRAVITY LOAD IN LOW SEISMIC ZONE L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
15:25 - 15:35 | SEISMIC ASSESMENTS AND RETROFIT - ECONOMIC CHALLENGES TO PRIVATE COMMERCIAL AND RESIDENTIAL SECTORS J. Lazaro-Leon | |||||||
15:35 - 15:45 | SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING PUBLIC BUILDINGS: CASE STUDIES AND DATA COLLECTION R. Siano, F. De Maio, P. Baso | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | SEISMIC VULNERABILITY OF HIGHLY DEFORMABLE STRUCTURES DESIGNED FOR GRAVITY LOADS G. Brandonisio, G. Camarda, L.G. Guidi, D. Michelino, A. De Luca | |||||||
14:41 - 14:52 | SEISMIC RETROFIT OF A RC SCHOOL BUILDING USING DISSIPATIVE EXOSKELETONS BASED ON STEEL SLIT DAMPERS M. Ferraioli, O. Pecorari, R. Micillo, S. Mottola | |||||||
14:52 - 15:03 | SEISMIC PERFORMANCE OF VULNERABLE SCHOOL BUILDINGS IN CYPRUS: A CASE STUDY E. Oztoprak, R. Garcia | |||||||
15:03 - 15:14 | SEISMIC RETROFIT AND RESTORATION OF ST ANDREW'S WESLEY CHURCH D. Gam, J. Halipchuk | |||||||
15:14 - 15:25 | SEISMIC RETROFIT OF LOW-RISE REINFORCED CONCRETE BUILDINGS TYPICAL TO HAITI M. Laguerre, M. Salehi, R. DesRoches | |||||||
15:25 - 15:35 | SEISMIC RETROFITTING OF A 14-STOREY Y-SHAPE HOSPITAL IN NORTHERN ITALY I.G. Colombo, L. Radice, P. Martinelli, M. di Prisco | |||||||
15:35 - 15:45 | SHAKING TABLE TESTS ON TWO FULL-SCALE MASONRY INFILLED RC FRAMES REPAIRED AND STRENGTHENED R.R. Milanesi, G. Guerrini, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
MONITOR 6 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
14:30 - 14:41 | STRUCTURAL PERFORMANCE OF DETERIORATED HISTORICAL RC BUILDINGS AT GUNKANJIMA-ISLAND K. Kabayama | |||||||
14:41 - 14:52 | SWISS NATIONAL LIBRARY - CHALLENGES IN SEISMIC RETROFITTING OF MONUMENTS F. Braune | |||||||
14:52 - 15:03 | TYPOLOGY AND SEISMIC ASSESSMENT OF MULTI-RESIDENTIAL POST WAR MASONRY BUILDINGS IN LJUBLJANA P. Prasnikar, V. Kilar, S. Petrovcic | |||||||
15:03 - 15:14 | COMPARING THE PERFORMANCE OF RETROFITTING STRATEGIES IN URM BUILDINGS THROUGH FRAGILITY CURVES A. Brunelli, A. Rooshenas, S. Degli Abbati, S. Lagomarsino | |||||||
15:14 - 15:25 | EFFECTIVENESS OF RETROFITTING TECHNIQUES BASED ON TRM FOR PREVENTING-DAMAGE ON MASONRY BUILDINGS S. Ivorra, E. Bertolesi, M. Buitrago, P.A. Calderon, J.M. Adam | |||||||
15:25 - 15:35 | RETROFITTING MASONRY PIERS, SPANDRELS AND A BUILDING WITH COMPOSITE REINFORCED MORTAR N. Gattesco, E. Rizzi, I. Boem, A. Dudine, M. Gams | |||||||
15:35 - 15:45 | SEISMIC RETROFITTING OF MASONRY PANELS BY MEANS OF CFRP REBARS T. Baroni, F. Ferretti, A.R. Tilocca, A. Incerti, S. Barattucci, M. Savoia | |||||||
MONITOR 7 | ||||||||
BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
14:30 - 14:45 | EFFECT OF PEAK GROUND VELOCITY ON THE SEISMIC RESPONSE OF BRIDGE S. Verma, A. Narwal | |||||||
14:45 - 15:00 | EVALUATING THE SEISMIC PERFORMANCE OF BRIDGES IN METRO VANCOUVER CONSIDERING DEEP BASIN EFFECTS A. Shen, C. Molina Hutt | |||||||
15:00 - 15:15 | EVALUATION OF SEISMIC RESPONSES OF PADMA MULTIPURPOSE BRIDGE USING NON-LINEAR DYNAMIC ANALYSIS K.S. Ahmed, S.M. Moniruzzaman, T.R. Hossain | |||||||
15:15 - 15:30 | BIBLIOMETRIC ANALYSIS OF SEISMIC ISOLATION SYSTEMS IN BRIDGES J. Hinostroza, C. Carmona, J. Alfaro, J. Canchanya | |||||||
15:30 - 15:45 | EVALUATION OF THE SEISMIC-INDUCED VERTICAL ACCELERATION OF A SPECIAL PEDESTRIAN BRIDGE IN MEXICOCITY A. Pozos-Estrada, M.A. Jaimes, F. Peña, M.M. Chavez | |||||||
MONITOR 8 | ||||||||
BCI99 - MODELLING, ANALYSIS, DESIGN AND ASSESSMENT OF BRIDGES | Convenor: A. Sextos | ||||||||
14:30 - 14:45 | EXPERIMENTAL STUDY OF IN-PLANE SEISMIC RESISTANCE OF PRECAST BOX CULVERTS M. Ohsumi, T. Ono, Y. Takamatsu, A. Hiroe | |||||||
14:45 - 15:00 | PRELIMINARY STATIC AND DYNAMIC ANALYSIS OF SUSPENSION BRIDGE. R. Selot, P.N. Panda, V. Prakash | |||||||
15:00 - 15:15 | SEISMIC ANALYSIS OF SINGLE-COLUMN BRIDGES: A STUDY OF RELATIVE AND ABSOLUTE DISPLACEMENT APPROACHES Y. Ananthadejsak, P. Chomchuen | |||||||
15:15 - 15:30 | SHEAR VULNERABILITY ASSESSMENT OF PRETENSIONED GIRDERS DURING VERTICAL EARTHQUAKE EXCITATION S. Dube, D.C. Rai | |||||||
15:30 - 15:45 | IDENTIFYING THE SEISMIC CRITICAL MEMBER OF WALL PIER BENTS UNDER RIVERBED SCOURING S. Song, W. Huang, C. Chang | |||||||
MONITOR 9 | ||||||||
CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
14:30 - 14:45 | SEISMIC DAMAGE LIMIT STATES FOR AGED REINFORCED CONCRETE FRAME CONSIDERING IMPROVED CORROSION MODEL A. Nath, N. Kotoky, G. Gaurav | |||||||
14:45 - 15:00 | CORROSION-INDUCED FAILURE MODE ALTERATIONS AND IMPLICATIONS ON SEISMIC FRAGILITY OF RC FRAMES S. Shekhar, F. Freddi, J. Ghosh, D. Lad, R. Chelapramkandy | |||||||
15:00 - 15:15 | SEISMIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS DAMAGED BY CORROSION S. Imperatore, G.P. Lignola, B. Ferracuti | |||||||
15:15 - 15:30 | SEISMIC PERFORMANCE OF RC BUILDINGS WITH CORRODED PERIPHERAL MEMBERS T. Islam, Y. Singh | |||||||
15:30 - 15:45 | EVALUATION OF STRUCTURAL FRAGILITY FOR RC BRIDGES EXPOSED TO CORROSION AND SEISMIC LOADS OVER TIME D. Herrera, T. Pacheco, D. Tolentino | |||||||
MONITOR 10 | ||||||||
CMS4 - SEISMIC FRAGILITY CURVES OF CORRODED STRUCTURES AND INFRASTRUCTURES | Convenors: B. Belletti, B. Martín-Pérez, W. Zhang | ||||||||
14:30 - 14:45 | SEISMIC FRAGILITY CURVES ASSESSMENT OF CORRODED R.C. BRIDGES A. Miano, P. Bernardi, B. Calcavecchia, P. Iacovazzo, A. Mele, S. Ravasini, A. Safabakhsh, M. Di Ludovico, A. Prota, B. Belletti | |||||||
14:45 - 15:00 | CORROSION MODELING STRATEGY IMPACT ON EXPECTED SEISMIC LOSSES FOR RC BRIDGES - A CASE-STUDY N. Scattarreggia, V. Ozsarac, R. Monteiro | |||||||
15:00 - 15:15 | EFFECTS OF CORROSION ON THE MOMENT-CURVATURE DIAGRAM OF POST-TENSIONED ELEMENTS M. Marra, E. Ghini, M. Palermo, S. Silvestri | |||||||
15:15 - 15:30 | SEISMIC RETROFIT INTERVENTIONS: HOW CORROSION EFFECTS INFLUENCE RENOVATION CHOICES E. Casprini, C. Passoni, A. Marini, G. Bartoli | |||||||
MONITOR 11 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: S. Ramhormozian | ||||||||
14:30 - 14:40 | NUMERICAL STUDY ON SEISMIC BEHAVIOUR OF STEEL-CONCRETE COMPOSITE SHEAR WALLS WITH ONE-SIDE PROFILED SHEET H.O. Tamrakar, S.R. Satish Kumar | |||||||
14:40 - 14:50 | ASSESSMENT OF THE LATERAL ELASTIC STIFFNESS FOR CONCRETE-FILLED COMPOSITE PLATE SHEAR WALLS T. Perea, A. Tena-Colunga, W. Bohorquez | |||||||
14:50 - 15:00 | NUMERICAL AND PARAMETRIC STUDY OF CERAMSITE CONCRETE FILLED STEEL PLATE COMPOSITE SHEAR WALL B.L. Jiang, S.Y. Ji, Y.Y. Tang, Y.M. Li | |||||||
15:00 - 15:10 | TEST RESEARCH ON THE SEISMIC PERFORMANCE OF A NOVEL PREFABRICATED SHEAR WALL WITH CFST END COLUMNS B. Wu, F. Zhang, M. Zhang, Y. Li | |||||||
15:10 - 15:20 | STRUCTURAL PROPERTIES OF STEEL FRAMES WITH RC SHEAR WALLS CONNECTED BY PBL K. Kohtaki, Y. Takaine, J. Kubota, Y. Sawamoto | |||||||
15:20 - 15:30 | SYSTEM AND COMPONENTS LEVEL SEISMIC PERFORMANCE ASSESSMENT OF SELF-CENTERING STEEL-CONCRETE HYBRID COUPLED WALLS M. Farahi, F. Freddi, M. Latour | |||||||
15:30 - 15:40 | SEISMIC RESPONSE OF THE NEW PERFORMANCE SYSTEM STEEL-CONCRETE COMPOSITE MOMENT RESISTING FRAME P. Calvi, A. Argentoni, S. China | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: B. Simpson | ||||||||
14:30 - 14:40 | GERT HAUNCH: A RESILIENT MOMENT FRAME CONNECTION M. Deigert, A. Dewey, M. Sloss, P. Laursen | |||||||
14:40 - 14:50 | EXPERIMENTAL TEST ON A HYBRID INTER-MODULE CONNECTION FOR STEEL MODULAR BUILDING SYSTEMS D. Corfar, K.D. Tsavdaridis | |||||||
14:50 - 15:00 | CYCLIC BEHAVIOR OF A INNOVATIVE FRICTION DEVICE FOR RC COLUMN-HSTCB CONNECTION P. Colajanni, S. Pagnotta, M. Ahmed, J. D Anna | |||||||
15:00 - 15:10 | DESIGN OPTIMISATION OF HIGH-RISE BUILDINGS EQUIPPED WITH SLB DEVICES: A CASE STUDY M. Gnazzo, G. Serino, R. Alva, R. Landolfo, L. Bozzo | |||||||
15:10 - 15:20 | SEISMIC ASSESSMENT OF SUPER HIGH-RISE BUILDINGS STRENGTHENED WITH BIE OUTRIGGER TRUSSES J. Zhang, K. Skalomenos, J. Yu, K. Han | |||||||
15:20 - 15:30 | PROPOSAL OF A DESIGN PROCEDURE FOR LINKED COLUMN FRAMED SYSTEMS IN THE FRAMEWORK OF EUROCODES M. Bosco, A. Floridia, E. Mangiameli, P.P. Rossi | |||||||
15:30 - 15:40 | EXPERIMENTAL ANALYSIS ON THE CYCLIC BEHAVIOUR OF ALUMINIUM FUSIBLE LINKS S. Pasquali, G. Zanon, N. Tondini | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: A. Sato | ||||||||
14:30 - 14:40 | EXPERIMENTAL BEHAVIOUR OF IH-TREATED STEEL BRACES WITH STRONGER MIDDLE SECTION S. Jamshiyas, K. Skalomenos | |||||||
14:40 - 14:50 | EVALUATION OF THE USE OF ZEBF TO IMPROVE SEISMIC PERFORMANCE A. Ahamadi Fordoei, M. Alirezaei, M. Sharifi | |||||||
14:50 - 15:00 | A NOVEL HYBRID SELF-CENTRING DAMPER EMPLOYING ENERGY DISSIPATION SEQUENCES: AN EXPERIMENT STUDY H. Zhang, X. Zhou, K. Ke, M.C.H. Yam, Z. Zhou | |||||||
15:00 - 15:10 | DAMAGE-FREE SELF-CENTRING LINK FOR SEISMIC RESILIENT EBFS: EXPERIMENTAL TESTS AND NUMERICAL STUDY A. Lettieri, F. Freddi, M. Latour | |||||||
15:10 - 15:20 | DETAILS RESEMBLING THE DOG-BONE IN SEISMIC RESISTANT ECCENTRICALLY BRACED FRAMES H. Köber, M. Stoian, R. Marcu | |||||||
15:20 - 15:30 | COMPARATIVE STUDY REGARDING THE SEISMIC BEHAVIOUR OF SIX STOREYED CONCENTRICALLY BRACED FRAMES H. Kober, R. Marcu, M. Stoian | |||||||
15:30 - 15:40 | DEVELOPMENT OF SEISMIC DESIGN FACTORS FOR COLD-FORMED STEEL SPECIAL BOLTED MOMENT RESISTING FRAMES A. Sato, H. Kitagawa, S. Yoshimoto, M. Sato | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
EXP1 - ERIES: ADVANCING FRONTIER KNOWLEDGE IN EARTHQUAKE ENGINEERING THROUGH LABORATORY TESTING | Convenors: G. O’Reilly, G.M. Calvi | ||||||||
14:30 - 14:40 | EXPERIMENTAL ASSESSMENT OF THE COLLAPSE CAPACITY OF CODE-COMPLIANT RC FRAMES R. Pinho, C. Fontana, F. Cavalieri, A. Orgnoni, G. Gabbianelli | |||||||
14:40 - 14:50 | 1-G SHAKING TABLE TESTING FOR SOIL RESPONSE UNDER VERTICAL ACCELERATIONS A.L. Simonelli, E. Marotti, F. Zotti, A. Penna, M. Dietz, R. De Risi, G. Mylonakis | |||||||
14:50 - 15:00 | DESIGN OF SHAKING TABLE TESTS FOR RESILIENT STRUCTURES WITH FIBER-REINFORCED ELASTOMERIC ISOLATORS D. Losanno, D. Konstantinidis, E. Tubaldi, H. Ahmadi, A. Strauss, D. De Domenico, F. Parisi, M. Vassiliou, L. Piga, F.L. Ribeiro, A.A. Correia | |||||||
15:00 - 15:10 | SHAKING TABLE TEST CHALLENGES FOR A LIGHTWEIGHT CONCRETE STRUCTURE D. Kober, C. Butenweg, T. Chaudat, L. Miccoli, M. Nomikou, V. Kaloidas, M. Dumitrescu, C. Czaderski, F. Bernauer | |||||||
15:10 - 15:20 | SHAKING TABLE TESTS OF A 3-STOREY SELF-CENTRING STEEL MRF: PRELIMINARY ANALYSIS AND DESIGN E. Elettore, F. Freddi, M. Latour, L. Pieroni, S. Di Benedetto, F. Gutierrez Urzua, A.B. Francavilla, B. Simpson, A.R. Barbosa, S. Ramhormozian, D. Grant, G. Rizzano, F.L. Ribeiro, A.A. Correia | |||||||
15:20 - 15:30 | ERIES-STRONG: SEISMIC TESTING OF MASONRY-INFILLED FRAMES RETROFITTED WITH CLT PANELS I. Giongo, F. Graziotti, J. Branco, N. Stathas, S. Bournas, F. Smiroldo, A. Bartolotti, N. Damiani, A. Albino, D. Dizhur | |||||||
MONITOR 15 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | EFFECT OF SPACING OF PILES IN PILE-RAFT FOUNDATION ON SEISMIC RESPONSE OF BUILDING CONSIDERING SSI V. Mittal, M. Samanta, D.P. Kanungo | |||||||
14:41 - 14:52 | EFFECTS OF NONLINEARITY OF VERTICAL SOIL SPRINGS ON NONLINEARITY OF THE ROCKING SOIL SPRING N. Morikiyo, M. Nagano | |||||||
14:52 - 15:03 | FORMULAS FOR ESTIMATION OF KINEMATIC RESPONSE OF LARGE DIAMETER PILES G. Li Destri Nicosia, S.P.H. Sørensen, A.M. Kaynia | |||||||
15:03 - 15:14 | INFLUENCE OF SOIL PROPERTIES VARIABILITY ON SSI EFFECTS S. Rodriguez-Magana, L.R. Fernandez-Sola, D. Tolentino | |||||||
15:14 - 15:25 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: NORTH AMERICAN MAT FOUNDATION K. Kolozvari, R. Kadota, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
15:25 - 15:36 | A BNWF APPROACH TO ASSESS THE RESPONSE OF SINGLE PILE SUBJECTED TO FAR- AND NEAR-FIELD EARTHQUAKES B.E. Ajom, K. Dasgupta, A. Dey | |||||||
15:36 - 15:47 | TORSIONAL POUNDING BETWEEN ADJACENT BUILDINGS FOUNDED ON DIFFERENT SOIL TYPES DURING EARTHQUAKES M. Miari, R. Jankowski | |||||||
MONITOR 16 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | INTERACTION DOMAINS FOR THE SEISMIC SAFETY ASSESSMENT OF PILED FOUNDATIONS ACCOUNTING FOR THE RAFT M. Corigliano, L. Flessati, P. Marveggio, P. Bongio, C.G. di Prisco | |||||||
14:41 - 14:52 | LATERAL PERFORMANCE OF ROCK-SOCKETED DRILLED SHAFTS VIA LARGE SCALE LOAD TESTS R. Farrag, A. Lemnitzer | |||||||
14:52 - 15:03 | LATERAL RESISTANCE OF A PILE GROUP ON A HORIZONTAL OR INCLINED BEDROCK BASED ON 3D FEM T. Nakano, H. Kashiwa, Y. Miyamoto | |||||||
15:03 - 15:14 | SEISMIC ANALYSES OF BASE-ISOLATED BUILDING ON SOIL WITH INCLINED BEDROCK AND PILE STRESS EVALUATION S. Miyamoto, Y. Tobita, H. Liu, M. Nagano | |||||||
15:14 - 15:25 | SEISMIC PERFORMANCE OF PILED RAFT WITH GRID-FORM DMWS CONSIDERING VARIOUS NONLINEAR EVENTS IN DMWS Y. Shigeno, K. Yamashita | |||||||
15:25 - 15:36 | BIOINSPIRED SKIRTED FOUNDATION K. Bashir, R. Jakka | |||||||
15:36 - 15:47 | THE ROLE OF UNDERGROUND ARCHAELOGICAL REMAINS ON THE SEISMIC RESPONSE OF A HISTORIC SITE A. Ambrosino, S. Sica | |||||||
MONITOR 17 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | NUMERICAL PERFORMANCE OF CONTINUOUS-PLASTERBOARD SUSPENDED CEILING WITH ALL EDGES FREE IN ITS PLANE V. Patnana, D.C. Rai | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF SLOPPED SUSPENDED CEILINGS AND THE REQUIREMENTS FOR ENHANCED INSTALLATION A. Gilani, R. Czyzewicz | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE OF SUSPENDED SPRINKLER PIPING SYSTEM: A REVIEW A. Kumar, D.C. Rai | |||||||
15:00 - 15:10 | NUMERICAL STUDY ON SEISMIC RESPONSE OF ROOF-TOP MOUNTED COOLING TOWER S. Saranya, P. Sunitha | |||||||
15:10 - 15:20 | EARTHQUAKE RISK PERCEPTION AND PREPAREDNESS IN ITALIAN HOSPITALS : PRELIMINARY RESULTS M. Crescimbene, G. Musacchio, D. Reitano, S. Zidarich, M.G. Sestito, G. Magliulo | |||||||
15:20 - 15:30 | SEISMIC PERFORMANCE OF A STICK-BUILT CURTAIN WALL SYSTEM IN A FULL-SCALE BUILDING SHAKE TABLE TEST S.L. Wynn, K. Ryan, W. Roser, Y. Ji, T. Hutchinson, R. Madeley | |||||||
15:30 - 15:40 | DAMAGE STATES OF STRUCTURAL SILICONE GLAZED FACADES S. Bianchi, V. Hayez, G. Lori, M. Overend, G. Manara | |||||||
15:40 - 15:50 | SEISMIC RESPONSE OF THE CABLE-SUPPORTED GLASS FACADES BETWEEN ADJACENT STRUCTURES G. Wang, Y. Fan, P. Zhang, W. Lu | |||||||
MONITOR 18 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
14:30 - 14:40 | SEISMIC BEHAVIOR OF DOWEL-PINNED GRANITE CLADDING B. Huang, C. Tang, W. Lu, W. Li | |||||||
14:40 - 14:50 | RC FRAMES EQUIPPED WITH COATINGS FOR ENERGY EFFICIENCY: NUMERICAL MODELING AND EXPERIMENTAL TEST A. Marzo, M. Ricci, I. Roselli, F. Saitta, C. Tripepi | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE-BASED DESIGN OF BRICK INFILL WALLS IN UNDERGROUND METRO STATIONS C. Beltrami, M. Capalbo, F. Arecco | |||||||
15:00 - 15:10 | THE RESPONSE OF MASONRY INFILLS UNDER COMBINED IN-PLANE AND OUT-OF-PLANE LOADS O. AlShawa, L. Sorrentino | |||||||
15:10 - 15:20 | QUANTIFICATION OF SEISMIC PERFORMANCE FACTORS FOR ELECTRICAL CABINET SYSTEMS D. Rodriguez, D. Perrone, A. Filiatrault | |||||||
15:20 - 15:30 | EXPERIMENTAL EVIDENCE OF SEISMIC PERFORMANCE OF BASE ISOLATED ARTISTIC ASSETS L. Berto, L. Di Sarno, I. Rocca, M.G. Castellano, M. Fragiadakis, A. Saetta | |||||||
15:30 - 15:40 | EVALUATION OF SEISMIC FORCE PROVISIONS FOR NONSTRUCTURAL SYSTEMS SUPPORTED ON MARINE STRUCTURES R. Goel | |||||||
MONITOR 19 | ||||||||
REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
14:30 - 14:40 | LESSONS LEARNED FROM DAMAGE OF REINFORCED CONCRETE BUILDINGS IN THE 2023 TÜRKIYE-SYRIA EARTHQUAKE Y. Hibino, N. Onishi, A. Nakamura, R. Yoon, K. Kusunoki, C. Goksu, K. Orakcal, H. Lus, A. Ilki | |||||||
14:40 - 14:50 | HOSPITAL DAMAGE AND FUNCTIONAL IMPACT SURVEY AFTER THE 2023 KAHRAMANMARAS TURKEY EARTHQUAKE SEQUENCE M. Kurata, C. Yenidogan, H. Fukui, Y. Hisada, K. Kobayashi, T. Nagae | |||||||
14:50 - 15:00 | A STUDY ON PULSE CHARACTERISTICS OF 06.02.2023 KAHRAMANMARAS EARTHQUAKES S. Kocakaplan Sezgin, E. Ahmadi, E. Georgantzia, M.M. Kashani | |||||||
15:00 - 15:10 | THE OBSERVED SITE EFFECTS AT THE STATIONS INFLUENCED BY 6TH FEBRUARY 2023 TURKIYE EARTHQUAKES O. Ilhan, A.C. Zulfikar, K.N. Eroglu, T. Taskiran, H.A. Ugurlu, S. Okuyan Akcan | |||||||
15:10 - 15:20 | CORRELATION BETWEEN THE SPECTRAL CHARACTERISTICS OF EARTHQUAKES AND THE DYNAMIC BEHAVIOR OF RC BUILDINGS AFTER FEBRUARY 2023 TURKIYE EARTHQUAKES F. Narlitepe, C. Goksu, A. Ilki | |||||||
15:20 - 15:30 | SITE INVESTIGATIONS OF STEEL BUILDINGS AFTER THE FEBRUARY 6TH, 2023 EARTHQUAKES C. Haydaroglu, S. Konuklu, B. Bicak, K. Yemez, C. Soydas | |||||||
15:30 - 15:40 | A COMPARATIVE STUDY ON THE INELASTIC RESPONSES OF BUILDINGS SUBJECTED TO THE KAHRAMANMARAS EARTHQUAKE SEQUENCE: CLASSICAL AND FUZZY LOGIC APPROACH K. Atasever | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
REC4 - FEBRUARY 2023 TÜRKIYE EARTHQUAKE SEQUENCE | Convenors: C. Goksu, A. Ilki, M. Erdik | ||||||||
14:30 - 14:40 | A DETAILED DAMAGE SURVEY ON REINFORCED CONCRETE BUILDINGS IN 2023 TURKEY EARTHQUAKE M. Raouffard, T. Asai, K. Sugimoto, S. Tajiri, K. Kusunoki, F. Dogan, U. Demir, U. Yazgan, T. Cinar | |||||||
14:40 - 14:50 | DAMAGES AND FAILURES OF STRUCTURES DURING THE FEBRUARY 6, 2023 KAHRAMANMARAS SEQUENCE O. Kalyoncu, I.C. Beziklioglu | |||||||
14:50 - 15:00 | JAPANESE AND TURKISH JOINT DETAILED SURVEY OF RC BUILDINGS DAMAGED BY THE 2023 TURKEY EARTHQUAKE S. Tajiri, U. Yazgan, M. Maeda, H. Liu, A. Shegay, J. Monical, T. Asai, M.M. Raouffard, K. Sugimoto, T. Cinar, F. Dogan, U. Demir, C. Demir, H.H. Aydogdu, K. Atasever, O. Halici, A. Nakamura, R. Yoon, N. Onishi, K. Kusunoki, A. Ilki, C. Goksu, K. Orakcal, H. Lus, C. Tura, M.F. Gullu, G. Unal, C. Yenidogan, G. Andirir | |||||||
15:00 - 15:10 | STUDY ON BUILDING DAMAGE AROUND STRONG MOTION OBSERVATION SITES IN THE 2023 TURKEY-SYRIA EARTHQUAKE Y. Maida, Y. Sanada, J. Castro, G. Unal | |||||||
15:10 - 15:20 | STUDY ON MASONRY BUILDINGS DAMAGE DUE TO THE 2023 KAHRAMANMARAS EARTHQUAKES J. Castro, Y. Sanada, Y. Maida, G. Unal | |||||||
15:20 - 15:30 | LIQUEFACTION OBSERVATIONS FOLLOWING THE 2023 TURKIYE EARTHQUAKE SEQUENCE M. Pehlivan, K. Ulmer, J. Macedo | |||||||
15:30 - 15:40 | PRELIMINARY FIELD OBSERVATIONS OF TUNNEL-FORM BUILDING DAMAGE FROM FEBRUARY 2023 TÜRKIYE EARTHQUAKES S. Dede, F. Gutiérrez-Urzúa, T. Rossetto, F. Freddi, U. Hancilar | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SDM13 - COST-EFFECTIVE RESILIENCY SOLUTIONS IN RC STRUCTURES | Convenors: L. Tobber, G. Rodgers, J. Atkinson | ||||||||
14:30 - 14:38 | EXPERIMENTAL STUDY ON BOND CHARACTERISTICS OF RC BEAM WITH RESTRAINT AROUND THE MAIN BARS K. Sakamoto, T. Abe, Y. Ishida, M. Kubota, T. Maegawa, Y. Ishiwata, M. Sakurai, H. Kanno, T. Nishida | |||||||
14:38 - 14:46 | THE EFFECT OF DAMPED-OUTRIGGER IN MITIGATION OF HIGHER MODE EFFECTS IN SHEAR WALL TALL BUILDINGS S. Dehghani, S.A. Eksir Monfared, M. Sabounchi, F. Najam, L. Tobber | |||||||
14:46 - 14:54 | NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF HYBRID PRECAST CONCRETE WALL SYSTEMS M. Moghadasi, M.h. Ahmadi, F.A. Najam, L. Tobber | |||||||
14:54 - 15:02 | SEISMIC PERFORMANCE EVALUATION OF THREE C-SHAPED REINFORCED CONCRETE COUPLED WALLS M. Sabounchi, S. Dehghani, F. Najam, L. Tobber | |||||||
15:02 - 15:10 | EVALUATION OF SEISMIC AND ECONOMIC ASPECTS OF TALL BLDGS WITH UHPC COUPLED SHEAR WALLS IN DUBAI, UAE M. AlHamaydeh, M. ElKafrawy, N. Ghazal Aswad | |||||||
15:10 - 15:18 | ADVANCED HYBRID STRAND SOLUTIONS APPLIED TO CABLE-STAYED BRIDGES: STATIC AND SEISMIC PERFORMANCE S. Vern, F. Paolacci, R. Nasciembene | |||||||
15:18 - 15:26 | EXPERIMENTAL STUDY OF GROUTED DOWEL CONNECTIONS UNDER MONOTONIC LOAD C. Uwamahoro, F. Büker, G. Shishido, L. Tobber | |||||||
15:26 - 15:34 | STRUCTURAL PERFORMANCE OF RC WIDE BEAMS USING HINGE RELOCATION SYSTEM D. Sunaga, H. Nakazawa, K. Adachi, M. Maruta, H. Torii | |||||||
15:34 - 15:42 | CONTROLLING THE SEISMIC DEMANDS IN RC CORE WALLS: INSIGHTS BASED ON MODAL SEPARATION OF RESPONSES F.A. Najam, L. Tobber | |||||||
MONITOR 22 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | SEISMIC VULNERABILITY ASSESSMENT OF MASONRY BUILDINGS USING BAYESIAN BELIEF NETWORK (BBN) MODELS A. Fumai, N. Caterino, F. Parisi, S. Tesfamariam | |||||||
14:45 - 14:57 | PROBABILISTIC FRAGILITY AND DAMAGE MODELS FOR FRAMED-RC BUILDINGS. APPLICATION TO BARCELONA, SPAIN. L.G. Pujades, Y.F. Vargas Alzate, N. Lantada, R. Gonzalez-Drigo | |||||||
14:57 - 15:09 | DEVELOPMENT OF FRAGILITY CURVE FOR EXISTING RC BUILDING D. Tomic, R. Salic Makreska | |||||||
15:09 - 15:21 | BUILDING VULNERABILITY ASSESSMENT FOR GUWAHATI CITY, ASSAM, INDIA M. Borah, Y. Sharma, M.L. Sharma, R.N. Dubey | |||||||
15:21 - 15:33 | EARTHQUAKE-INDUCED LOSS AND DOWNTIME OF SEISMICALLY ENHANCED RC DUAL WALL-FRAME BUILDINGS IN CHILE M.F. Gallegos, G. Araya-Letelier, D. Lopez-Garcia, C. Molina Hutt | |||||||
15:33 - 15:45 | CONSTRUCTION AND APPLICATION OF VULNERABILITY DATABASE BASED ON HISTORICAL EARTHQUAKE DAMAGE DATA Q. He, Z. Xiong, X. Li, X. Li, A. Liu, Y. Li | |||||||
MONITOR 23 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
14:30 - 14:33 | INTRODUCTION | |||||||
14:33 - 14:45 | COMPARISON OF TWO FAST METHODS FOR SEISMIC VULNERABILITY ASSESSMENT OF HISTORIC CENTRES G. Cardani, E. Garavaglia | |||||||
14:45 - 14:57 | A WEBGIS TOOL TO ASSESS THE SEISMIC RISK OF HEALTH FACILITIES FOR EMERGENCY MANAGEMENT IN ITALY F. Bozzoni, B. Borzi, M. Faravelli, M. Onida, M. Pagano, D. Quaroni | |||||||
14:57 - 15:09 | SEISMIC LOSS OF PILOTI-TYPE BUILDING IN METROPOLITAN AREA WITH SIMPLIFIED MODEL AND MEASUREMENT DATA S. Hahn, I. Choi, H. Chang, J. Kim | |||||||
15:09 - 15:21 | SEISMIC RISK OF JUDICIAL BUILDINGS IN SLOVENIA M. Lutman, I. Kulovic, M. Krzan | |||||||
15:21 - 15:33 | COMPARISON OF CANADIAN SEISMIC RISK SCREENING TOOL TO FEMA P-154 AND APPLICATION TO OTHER COUNTRIES R. Fathi-Fazl, Z. Cai, F. Fazileh | |||||||
15:33 - 15:45 | USE OF GROUND MOTION SIMULATIONS OF MEGATHRUST EVENTS IN CAT MODELLING FOR THE INSURANCE INDUSTRY A. Tsioulou, M. Papaspiliou, C. Petrone, K. Olsen, K. Xu, D. Roten | |||||||
MONITOR 24 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | A HYBRID PROCEDURE FOR SEISMIC VULNERABILITY ASSESSMENT OF URBAN AREAS Z. Nikolic, E. Benvenuti, L. Runjic | |||||||
14:43 - 14:55 | A NOVEL SEISMIC RISK ANALYSIS FRAMEWORK BASED ON RECURRENCE PERIODS M. Wang, X. Gao, C. Ning | |||||||
14:55 - 15:07 | ANALYTICAL AND EMPIRICAL FRAGILITY FUNCTIONS FOR REGIONALLY ASSESSING NON-DUCTILE INFILLED FRAMES A.M.B. Nafeh, G. O Reilly | |||||||
15:07 - 15:19 | ASSESSING THE IMPACT OF AFTERSHOCKS ON REGIONAL EARTHQUAKE LOSS ESTIMATION: CASE STUDY IN CALIFORNIA M. Mahdyiar, H. Siriki, A. Nasseri | |||||||
15:19 - 15:31 | BUILDING FOOTPRINT ANALYSIS FOR SEISMIC VULNERABILITY & LARGE SCALE HIGH-RESOLUTION RISK ASSESSMENTS S. Momin, M.A. Salgado-Galvez, M. Basaraner, S. Grajales, M.L. Carreno | |||||||
15:31 - 15:43 | COMPARATIVE SEISMIC RISK ANALYSIS FOR MASONRY HIGH-RISE BUILDINGS IN EIXAMPLE DISTRICT OF BARCELONA M.A. Salgado-Galvez, S. Momin, S. Grajales, M.L. Carreno | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | DATABASE OF FRAGILITY MODIFIERS TO INCLUDE SOIL-STRUCTURE-INTERACTION IN THE URBAN RISK ASSESSMENT C. Amendola, D. Pitilakis, V. Silva | |||||||
14:43 - 14:55 | DEVELOPMENT OF ATTENUATION RELATIONSHIP AND FRAGILITY FUNCTIONS FOR HAITI BASED ON 2021 EARTHQUAKE K. Miyamoto, A. Saini, T. Nifuku, S. Das, A. Gilani | |||||||
14:55 - 15:07 | EFFECT OF STRUCTURAL CONFIGURATION ON THE SEISMIC FRAGILITY OF RC SHEAR WALL BUILDINGS J.J. Ocampo, F. Vidales, D. Feliciano, O. Arroyo, J. Carrillo, C. Arteta, R. Bonett | |||||||
15:07 - 15:19 | ESTIMATION OF WIDE-AREA EARTHQUAKE DAMAGE OF WOODEN HOUSES BASED ON BASIC SURVEY OF CITY PLANNING S. Yokoya, S. Nakada, K. Hayashi, T. Saito | |||||||
15:19 - 15:31 | EVALUATING IMPACT OF SEISMIC SOURCE MODELS ON PROBABILISTIC SEISMIC RISK IN AIZAWL, NE INDIA C. Lallawmawma, M.L. Sharma, J.D. Das | |||||||
15:31 - 15:43 | FRAGILITY CURVES SELECTION IN CENTRAL AMERICA: A NOVEL METHODOLOGY EMPLOYING FUZZY ANALYSIS M. Jiménez Martínez, L. Navas-Sánchez, O. Hernández-Rubio, L. Hernández, B. González-Rodrigo, B. Orta-Rial | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SHR15 - RECENT ADVANCES IN REGIONAL RISK ASSESSMENT | Convenors: P. Heresi, E. Miranda, H. Davalos | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:43 | INCLUDING SPATIAL AND INTER-PERIOD CORRELATIONS IN SHARE-FATE RISK ASSESSMENT B. Polidoro, M. Villani, B. Shao, A. Zanichelli, I. Almufti | |||||||
14:43 - 14:55 | SEISMIC RISK ASSESSMENT AT URBAN SCALE: COMPARING PLINIVS AND ESRM20 METHODS IN CYPRUS G. Xekalakis, N.M. Katzi, S. Apostolaki, F.L. Perelli, E. Riga, D. De Gregorio, N. Kyriakides, G. Zuccaro, K. Pitilakis, P. Christou | |||||||
14:55 - 15:07 | SEISMIC VULNERABILITY ANALYSIS OF HISTORIC MASONRY BUILDINGS WITH MULTI-MODE FAILURE MODELLING V. Buonocunto, F. Parisi, G. Serino, D. D Ayala | |||||||
15:07 - 15:19 | THE COLOMBIAN RISK MODEL: INNOVATIONS IN NATIONWIDE FRAGILITY ASSESSMENTS OF RC STRUCTURAL SYSTEMS C.A. Arteta, V. Abuchar, C.A. Pajaro, V. Ceballos, O. Arroyo, R. Bonett, J. Carrillo, H. Perez | |||||||
15:19 - 15:31 | THE IMPACT OF PARAMETRIC PUSHOVER CURVE UNCERTAINTIES ON SEISMIC LOSS ASSESSMENT OF BUILDING STOCK N. Fazarinc, M. Dolsek | |||||||
15:31 - 15:43 | SEISMIC RISK ASSESSMENT OF INDIAN CITIES: A COMBINED APPROACH USING GIS AND ML A. Pandey, F. Ruparel, R. Kumar, R.B. Keskar, M. Mehta | |||||||
15:43 - 15:45 | DISCUSSION |