FRIDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | PHYSICS-GUIDED AI PREDICTIONS OF ROCKING RESPONSES S.Y. Shen, C. Málaga-Chuquitaype | |||||||
09:12 - 09:24 | SEISMIC RESPONSE OF STEEL STRUCTURES EQUIPPED WITH BRBS USING ARTIFICIAL INTELLIGENCE TOOLS E.E. Ballinas, J.A. Escobar, H. Guerrero, V. Cecilio | |||||||
09:24 - 09:36 | A MACHINE LEARNING-BASED METHODOLOGY TO DETERMINE THE BACKBONE CURVE OF RC COLUMNS N. Elyasi, E. Kim | |||||||
09:36 - 09:48 | BRAIN EMOTIONAL LEARNING BASED CONTROLLER FOR VIBRATION ATTENUATION OF HIGH-TECH FACILITIES C. Tappiti, T. Lin, C. Lin | |||||||
09:48 - 10:00 | SEISMIC RISK ASSESSMENT USING MACHINE LEARNING FOR THE AUTOMATIC IDENTIFICATION OF BUILDING FEATURES P. Carpanese, M. Donà, F. da Porto | |||||||
10:00 - 10:12 | TESTING MACHINE LEARNING MODELS FOR RAPID DAMAGE ASSESSMENT AT REGIONAL SCALE S. Ghimire, P. Gueguen | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM4 - AI-BASED METHODS FOR THE SEISMIC ANALYSIS, DESIGN, AND EVALUATION OF STRUCTURES AND REGIONS | Convenors: X. Lu, H. Burton, J. Song | ||||||||
09:00 - 09:12 | MARCS: MACHINE LEARNING FOR SEISMIC PERFORMANCE PREDICTION OF RC BUILDINGS ON SLOPES I. Latif, A. Banerjee, M. Surana | |||||||
09:12 - 09:24 | NEAR-REAL-TIME FRAMEWORK FOR SEISMIC PERFORMANCE CHARACTERIZATION OF A LARGE PORTFOLIO OF BUILDINGS A. Tamhidi, Y. Bozorgnia | |||||||
09:24 - 09:36 | IMPROVING COMPUTATIONAL ABILITY OF MACHINE-LEARNING ALGORITHMS WITH FEATURE SELECTION METHOD N. Asgarkhani, F. Kazemi, A. Manguri, A. Jakubczyk-Galczynska, N. Lasowicz, R. Jankowski | |||||||
09:36 - 09:48 | LONG SHORT-TERM MEMORY MODEL FOR DYNAMIC ANALYSIS OF HYSTERETIC STRUCTURES SUBJECTED TO EARTHQUAKES J. Jeon, O. Kwon, J. Song | |||||||
09:48 - 10:00 | OPTIMAL SEISMIC DESIGN OF SPECIAL MOMENT-RESISTING FRAME STRUCTURES USING GENETIC ALGORITHM M. Andalib, F. Heydari, S. Epackachi, R. Rafiee-Dehkharghani | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | CHARACTERISATION AND SEISMIC FRAGILITY OF ITALIAN SINGLE-STOREY PRECAST CONCRETE BUILDINGS R. Nascimbene, F. Cavalieri, D. Bellotti | |||||||
09:12 - 09:24 | PROPOSAL OF AN EASY-REPAIR PRECAST BEAM-COLUMN CONNECTION EQUIPPED WITH A SLIT DAMPER V. Rodriguez Moreno, H. Guerrero, J.A. Escobar, A. Teran Gilmore, J.J. Gomez | |||||||
09:24 - 09:36 | NUMERICAL ASSESSMENT OF SEISMIC RETROFIT INTERVENTIONS ON A LONG-SPAN PRECAST INDUSTRIAL BUILDING L. Capacci, B. Dal Lago, M. Fadel, S. Bianchi | |||||||
09:36 - 09:48 | DAMAGE ASSESSMENT AND STRUCTURAL BEHAVIOR FACTOR FOR PRECAST REINFORCED CONCRETE STRUCTURAL SYSTEMS A. Chourasia, S. Singhal | |||||||
09:48 - 10:00 | ACTIVE CONFINEMENT OF PRECAST CONCRETE COLUMNS USING FEMNSI SHAPE MEMORY ALLOY HOOPS E. Perez Claros, B. Andrawes | |||||||
10:00 - 10:12 | LINEAR DYNAMICS OF PRECAST VERTICAL PANELS CLADDING INDUSTRIAL FRAMES UNDER EARTHQUAKE ACTION F. Foti, B. Dal Lago, L. Martinelli | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 4 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | SEISMIC CAPACITY OF RC BEAM-COLUMN JOINT WITH HIGH ASPECT RATIO USING MECHANICAL ANCHORAGES K. Sugimoto, A. Tasai, Y. Hatanaka, M. Eto, T. Kawakami, M. Akai, S. Takamura, R. Igarashi, K. Nishimura, T. Kiyohara, J. Sakuta, K. Fujiwara, T. Koike | |||||||
09:12 - 09:24 | EFFECT OF SHEAR KEYS IN THE PRECAST WALL TO WALL CONNECTION UNDER CYCLIC LOADING S. Hemamalini, R. Vidjeapriya | |||||||
09:24 - 09:36 | EARTHQUAKE RISK ASSESSMENT OF PRECAST RC STRUCTURES VIA DIFFERENT IM AND DAMAGE PARAMETERS A. Yesilyurt, S. Okuyan Akcan, O. Cetindemir | |||||||
09:36 - 09:48 | SEISMIC PERFORMANCE OF STANDARD AND NEW CLADDING-TO-STRUCTURE CONNECTIONS IN RC PRECAST STRUCTURES G. Menichini, E. Del Monte, M. Orlando | |||||||
09:48 - 10:00 | USE OF VISCOUS DAMPERS FOR RETROFITTING RC MULTI-STORIES PRECAST FRAME BUILDINGS. E. Paci, A. Dervishaj | |||||||
10:00 - 10:12 | SEISMIC BEHAVIOR OF PRECAST CIRCULAR CONCRETE COLUMNS REINFORCED WITH WBUHS REBARS J. Luo, M. Ashida, S. Yuan, J. Zhao, Y. Sun | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 5 | ||||||||
ASR1 - SEISMIC ASSESSMENT AND RETROFITTING OF RC PRECAST BUILDINGS | Convenors: D. Bellotti, F. Cavalieri, G. Magliulo | ||||||||
09:00 - 09:12 | DISSIPATIVE MECHANICAL DEVICES FOR SEISMIC CONNECTIONS OF RC PRECAST ELEMENTS D. Sonda, A.V. Pollini, N. Buratti, C. Mazzotti | |||||||
09:12 - 09:24 | VIBRATION ATTENUATION AND SEISMIC FRAGILITY EVALUATION FOR SIMPLE BOLT-CONNECTED PRECAST RC FRAME J. Yi, D. Wu, B. Zhao | |||||||
09:24 - 09:36 | SEISMIC BEHAVIOUR OF PRECAST SHEAR WALL CONNECTIONS - A REVIEW A. Selva Ganesa Moorthi, G. Appa Rao | |||||||
09:36 - 09:48 | IMPLEMENTATION OF A MATLAB TOOL FOR THE SEISMIC ASSESSMENT OF MULTI-STOREY PRECAST RC BUILDINGS C.F. Manzini, D. Bellotti | |||||||
09:48 - 10:00 | SENSITIVITY SEISMIC ANALYSIS OF REINFORCED CONCRETE PRECAST INDUSTRIAL BUILDINGS WITH HORIZONTAL CLADDING PANELS M. Gams, G. Staresinic, T. Isakovic | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | MODELLING OF SIMPLE ROCKING IN CHURCH FAÇADES: SENSITIVITY TO SEISMIC INPUT AND EFFECT OF ANCHORING L.U. Argiento, F. Ceroni, C. Casapulla | |||||||
09:10 - 09:20 | CAN PRELIMINARY KNOWLEDGE REDUCE RISK? ASSESSING VULNERABILITY TO LIMIT THE PROGRESS OF DAMAGE. E. Brusa, C. Chesi | |||||||
09:20 - 09:30 | MASONRY QUALITY IN SEISMIC PERFORMANCE OF HISTORIC BUILDINGS D. Sonda | |||||||
09:30 - 09:40 | SEISMIC PERFORMANCE OF THE LOMBARD MASONRY BUTTRESS SYSTEMS G. Angjeliu, T. Boothby, G. Cardani, D. Coronelli | |||||||
09:40 - 09:50 | VULNERABILITY CURVES FOR SEISMIC IMPACT ASSESSMENT OF ITALIAN MASONRY CHURCHES: A FIRST PROPOSAL C. Martucci, F.L. Perelli, D. De Gregorio, G. Zuccaro | |||||||
09:50 - 10:00 | 3D FE MODELLING STRATEGIES FOR ANCIENT MASONRY BELL TOWERS D. Li Rosi, L. Contrafatto, H. Varum | |||||||
10:00 - 10:10 | STRUCTURAL HEALTH MONITORING OF THE SANTA MARIA DEL FIORE DOME IN FLORENCE: 35 YEARS AFTER F. Marafini, G. Zini, S. Monchetti, M. Betti, G. Bartoli | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | MODELLING AND EFFECTS OF SEISMIC IMPROVEMENT INTERVENTIONS ON CHURCH ROOFS M.A. Parisi, C.L. Cerreoni, G. Sferrazza Papa, V. Tateo | |||||||
09:10 - 09:20 | VULNERABILITY ANALYSIS OF THE EREROUYK BASILICA IN ARMENIA L. Petrini, P. Bonetti, G. Casnati | |||||||
09:20 - 09:30 | MODEL CALIBRATION IN COMPLEX HISTORICAL MASONRY STRUCTURES: THE CASE OF MILAN CATHEDRAL G. Angjeliu, D. Coronelli, G. Cardani | |||||||
09:30 - 09:40 | MESO SCALE OUT OF PLANE SEISMIC ANALYSIS OF A MASONRY CHURCH FAÇADE IN MONTRÉAL, QUÉBEC (CANADA) E. Giordano, L. Davis, D. Malomo | |||||||
09:40 - 09:50 | SEISMIC BEHAVIOUR OF A MASONRY CHURCH BUILDING: THE CASE STUDY OF SAN MARTINO DEI GUALDESI G. Brandonisio, B. Calderoni, A. Sandoli | |||||||
09:50 - 10:00 | SEISMIC ASSESSMENT OF THAI MASONRY STUPAS USING IMAGE-BASED 3D MODELS AND AMBIENT VIBRATION TESTS N. Poovarodom, P. Thansirichaisree, N. Limsamphancharoen, B. Bhadrakom | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 8 | ||||||||
CHH4 - MODELLING STRATEGIES FOR RELIGIOUS BUILDINGS: SEISMIC ANALYSES AND EVALUATION OF INTERVENTIONS | Convenors: F. Da Porto, E. Vintzileou | ||||||||
09:00 - 09:10 | A METHODOLOGY FOR THE SEISMIC ASSESSMENT OF MASONRY HERITAGE BUILDINGS. THE MOSQUE OF CORDOBA A. Morales-Esteban, M.V. Requena-Garcia-Cruz, E. Romero-Sanchez | |||||||
09:10 - 09:20 | SEISMIC PERFORMANCE EVALUATION OF HISTORICAL CHURCHES WITH DIFFERENT STRUCTURE WOODEN ROOF IN NAGANO M. Sunagawa, S. Suzuki, Y. Yamada, N. Takiyama | |||||||
09:20 - 09:30 | SEISMIC VULNERABILITY ASSESSMENT OF THE JUSTINIANIC BASILICA ON THE HOLLY SUMMIT (JEBEL MUSA), SINAI A. Miltiadou- Fezans, A. Vrouva, M.E. Dasiou, P. Koufopoulos, M. Myriantheos | |||||||
09:30 - 09:40 | MODELING A COMPLEX UNREINFORCED STONE MASONRY HINDU TEMPLE IN ABU DHABI FOR HEALTH MONITORING H. Abu Shehab, T. Kishida, F. Bouchaala, S. Patel, E. Voyagaki, T. Kim, M. Al Shehhi | |||||||
09:40 - 09:50 | EARTHQUAKE RESISTANCE OF GREAT BUDDHA OF KAMAKURA - A HISTORIC SITTING STATUE CASTED IN 13TH CENTURY - T. Hanazato, Y. Shirai, T. Ochiai, K. Shimazaki, H. Yamawaki, T. Sato, R. Imai, T. Suzuki, Y. Niitsu, S. Sato, M. Morii | |||||||
09:50 - 10:00 | CHURCH OF S. M. DEL CARMINE IN L'AQUILA : IN SITU TEST, STRUCTURAL ANALYZES AND SEISMIC RESTORATION L. Fanale, A. Holzknecht, A. Burlac | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | SEISMIC BEHAVIOR OF MODERN MASONRY BUILDINGS INCLUDING ACOUSTIC INSULATION DEVICES H. Degee, R. Das, D. Dragan | |||||||
09:11 - 09:22 | PROPOSALS FOR THE DEFINITION OF PERFORMANCE LIMIT STATES AND RELATED DRIFT CAPACITY FOR URM WALLS L. Albanesi, P. Morandi, G. Magenes | |||||||
09:22 - 09:33 | INVESTIGATION ON THE HYSTERETIC ENERGY CAPACITY OF LOAD- BEARING MASONRY WALLS D. Chaker, H. Sadegh-Azar | |||||||
09:33 - 09:44 | SEISMIC DESIGN OF MASONRY STRUCTURES CONSIDERING MOMENT REDISTRIBUTION DUE TO WALL-SLAB-INTERACTION T. Kubalski, S. Dreyer, K. El-Deib, P.L.A. Renault | |||||||
09:44 - 09:55 | ADAPTIVE FORCE-BASED PROCEDURE FOR THE SEISMIC DESIGN OF MASONRY BUILDINGS A.H. Salmanpour, P. Steffen, M. Fritsche, J. Schwartz | |||||||
09:55 - 10:06 | STATISTICAL ANALYSIS USING THE IISEE MASONRY DATABASE: PART 2. DEVELOPMENT OF RESTORING FORCE MODEL T. Azuhata, Y. Otsuka | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | IMPACT OF IN-PLANE STIFFNESS OF FLOORS ON THE SEISMIC RESPONSE OF GEO-SOURCED MASONRY N. Zarzour, M.P. Santisi d Avila, L. Lenti, M. Oggero | |||||||
09:11 - 09:22 | NUMERICAL ANALYSIS OF THE SEISMIC PERFORMANCE OF A CONTEMPORARY NON-STABILIZED CEB TINY HOUSE M. Kyriakides, R. Panagiotou, R. Illampas, I. Ioannou | |||||||
09:22 - 09:33 | EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF INTERLOCKING BLOCK WALLS AGAINST IN-PLANE LATERAL LOADING A. Furukawa, J.J. Prasetyo, J. Kiyono | |||||||
09:33 - 09:44 | SHAKE TABLE ANALYSIS OF MASONRY STRUCTURE WITH INTERLINKED BLOCK MASONRY SYSTEM A. Goyal, P. Agarwal | |||||||
09:44 - 09:55 | REBUILDING OF A STONE MASONRY BUILDING WITH A NEW TECHNOLOGY OF FAIR-FACE DOUBLE LEAF MASONRY WALL F. Mosele, L. Barbieri, G. de Felice, S. De Santis, M. Sangirardi, A. Zampa | |||||||
09:55 - 10:06 | STRUCTURAL PERFORMANCE IMPROVEMENT BY INTERNAL REINFORCEMENT ON BRICK MASONRY K. Jin, C. Negishi, R. Miyasaka, H. Choi, C. Quan | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 11 | ||||||||
CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
09:00 - 09:11 | DEVELOPMENT OF GUIDELINES ON REINFORCED CONCRETE HOLLOW BLOCK (RCHB) CONSTRUCTION IN THE PHILIPPINES T. Narafu, Y. Ishiyama, R. Ison, A. Santos, J. Cunanan, T. Uematsu, T. Nishikawa, H. Imai, S. Matsuzaki, K. Shirakawa, A. Maeshima, T. Yoshino | |||||||
09:11 - 09:22 | EXPERIMENTAL TESTS OF PLANE AND CONFINED/FRAMED UNREINFORCED MASONRY WALLS I. Guljas, J. Zovkic | |||||||
09:22 - 09:33 | SHEAR BEHAVIOR OF CANTILEVER AND COUPLED AAC CONFINED MASONRY WALLS J. Varela-Rivera, J. Cacep-Rodriguez, L. Fernandez-Baqueiro, J. Moreno-Herrera | |||||||
09:33 - 09:44 | FRAGILITY CURVES FOR DAMAGE ASSESSMENT OF PARTIALLY-GROUTED REINFORCED MASONRY WALLS Z. Zhang, J. Murcia-Delso, C. Sandoval, G. Araya-Letelier, F. Wang | |||||||
09:44 - 09:55 | OUT-OF-PLANE FLEXURAL BEHAVIOUR OF UNGROUTED POST-TENSIONED CONCRETE BLOCK MASONRY J.M. Garcia, R. Bonett | |||||||
09:55 - 10:06 | STRUCTURAL BEHAVIOR OF INTERLOCKING BLOCK MASONRY SYSTEM WITH NORMAL AND LIGHTWEIGHT MATERIAL S.M. Dehghan, V. Baneshi, N. Hosseinzadeh | |||||||
10:06 - 10:17 | EFFECT OF TOOTHED WALL-FRAME CONNECTION ON THE LATERAL RESPONSE OF CONFINED MASONRY R. Vadlapudi, B. Singha, G. Mondal, S. Dash | |||||||
MONITOR 12 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: E. Elettore | ||||||||
09:00 - 09:10 | REPAIRABLE CONCENTRIC BRACED FRAMES THROUGH ADDITIVE MANUFACTURING H. Farhoud, I. Mantawy | |||||||
09:10 - 09:20 | EXAMINATION OF SIMPLE REPAIR METHOD FOR ANCHOR-ROD-YIELD-TYPE EXPOSED COLUMN BASE IN STEEL STRUCTURES K. Lin, M. Kurata, S. Matsuo, D. Pettinga, Y. Suzuki, T. Perea | |||||||
09:20 - 09:30 | DUCTILITY EVALUATION OF CONCRETE-ENCASED STEEL-CONCRETE COMPOSITE COLUMNS S. Mishra, S.R. Satish Kumar | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CIRCULAR CFT COLUMNS UNDER CONSTANT DISPLACEMENT AND VARYING AXIAL FORCES R. Onbe, M. Kido, T. Nishimura | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF FRAME STRUCTURES WITH CONCRETE FILLED STEEL TUBULAR SHEAR-DOMINATED COLUMNS D. Gan, B. Liu, H. Li | |||||||
09:50 - 10:00 | SEISMIC PERFORMANCE OF PRECAST STEEL BEAM-TO-CECFST COLUMN SUB-STRUCTURES G. Zhu, K.H. Tan | |||||||
10:00 - 10:10 | BEHAVIOR OF SLENDER CIRCULAR CFT COLUMNS UNDER CYCLIC LATERAL LOADING WITH CONSTANT DISPLACEMENT T. Nishimura, M. Kido, S. Abe | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: F. Freddi | ||||||||
09:00 - 09:10 | FLEXURAL STRENGTH-CALCULATION METHODS FOR CONCRETE-FILLED STEEL TUBES WITH LARGE D/T N. Subedi, S. Bhusal, S. Kono | |||||||
09:10 - 09:20 | SEISMIC PERFORMANCE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS T. Fujimoto | |||||||
09:20 - 09:30 | EXPERIMENTAL CYCLIC RESPONSE OF STEEL TUBES INFILLED WITH RUBBERISED ALKALI-ACTIVATED CONCRETE M. Elzeadani, A.Y. Elghazouli, D.V. Bompa | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CFT COLUMNS WITH MODIFIED FLY ASH SLURRY AS ADMIXTURE FOR CONCRETE W. Kang, T. Nishimura, M. Kido, H. Suyama, K. Takasu | |||||||
09:40 - 09:50 | PERFOMANCE OF STAINLESS-STEEL-TUBULAR-CONCRETE COLUMNS SUBJCETED TO HOLIZONTAL CYCLIC LOADING M. Yamada, S. Honma, T. Akita, K. Yamada | |||||||
09:50 - 10:00 | A MODIFIED PLASTICITY MODEL FOR STEEL USING A SIMPLIFIED MEMORY SURFACE M. Bashiri, G. MacRae, L. Jia, A. Moghadam | |||||||
10:00 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES | Convenor: L. Pieroni | ||||||||
09:00 - 09:10 | PERFORMANCE OF ORTHOGONAL DIRECTION ON CONTINUOUS BEAM-TYPE CIRCULAR CFST BEAM-TO-COLUMN CONNECTION T. Fujinaga, R. Honda, N. Ando | |||||||
09:10 - 09:20 | ASSESSMENT OF SLENDERNESS EFFECT ON CFT MOMENT CONNECTION WITH BIDIRECTIONAL STRENGTH R. Mata, E. Nuñez | |||||||
09:20 - 09:30 | NUMERICAL MODELLING AND SEISMIC ASSESSMENT OF COMPOSITE MOMENT-RESISTING FRAME WITH CFST COLUMNS S. Sivraj, S. Jena, D.R. Sahoo | |||||||
09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CONCENTRICALLY LOADED HOLLOW HIGH-STRENGTH PRECAST CFST PILES: A FE STUDY C. Jasinda, S. Kono, T. Obara, D. Mukai, M. Yamaji | |||||||
09:40 - 09:50 | MULTI-CRITERIA DECISION-MAKING FRAMEWORK FOR ASSESSING STEEL BUILDING SUSTAINABILITY AND RESILIENCE J. Du, W. Wang | |||||||
09:50 - 10:00 | ON THE USE OF SLIM FLOOR STEEL-COMPOSITE BEAMS IN SECONDARY FRAMES E. Camnasio, D. Colpron-Labelle, S. Peltonen | |||||||
10:00 - 10:10 | SEISMIC PERFORMANCE OF RC COLUMN AND S BEAM HYBRID STRUCTURE WITH DIAPHRAGM STRESS TRANSMISSION M. Maruta, H. Aida, S. Nagai, M. Shimizu | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | DEVELOPMENT OF LOW-COST SLIDING-RUBBER ISOLATION SYSTEM FOR MASONRY BUILDINGS USING NATURAL RUBBER Z.N. Md, M. S C | |||||||
09:12 - 09:21 | SEISMIC SOIL PRESSURES ON RIGID WALLS RETAINING INHOMOGENEOUS BACKFILLS G. Anoyatis, S. Francois, N. Letizia, A. Della Corte, O. Orakci, A. Tsikas | |||||||
09:21 - 09:30 | DYNAMIC PROPERTIES OF COARSE-GRAINED SOILS MIXED WITH GRANULATED RUBBER USING SHAKE TABLE EXPERIMENT A. Kapouniaris, A. Anastasiadis, D. Pitilakis | |||||||
09:30 - 09:39 | DYNAMIC PROPERTIES AND COMPRESSIBILITY PARAMETERS OF EPS GEOFOAM: AN EXPERIMENTAL INVESTIGATION G. Kroupi, A. Kapouniaris, E. Filoglou, A. Anastasiadis, D. Pitilakis | |||||||
09:39 - 09:48 | NUMERICAL AND EXPERIMENTAL INVESTIGATION OF THE USE OF EPS GEOFOAM AS A GSI SYSTEM E. Filoglou, M.A. Gatto, G. Kroupi, A. Kapouniaris, A. Anastasiadis, D. Pitilakis, L. Montrasio, H.H. Tsang | |||||||
09:48 - 09:57 | GEOTECHNICAL INTERVENTIONS FOR SEISMIC RETROFITTING OF ONE OF THE TOWERS OF CONSTANTINOPLE WALLS F. Somma, M. Iovino, L. De Sanctis, A. Flora | |||||||
09:57 - 10:06 | IMPACT OF BITUMEN ON MECHANICAL PROPERTIES OF RUBBERISED SOIL FOR GEOTECHNICAL SEISMIC ISOLATION D. Mizher, H. Tsang, M. Disfani | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
GEO3 - GEOTECHNICAL SEISMIC ISOLATION (GSI) | Convenors: H.-H. Tsang, L. Montrasio, D. Pitilakis | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | GEOTECHNICAL SEISMIC ISOLATION OF ELECTRICAL TRANSFORMERS IN SUBSTATIONS S. Li, Y. Cheng, H. Tsang, K. Pitilakis, Z. Lu | |||||||
09:12 - 09:21 | HYBRID GEOTECHNICAL AND STRUCTURAL SEISMIC ISOLATION: SHAKE TABLE TESTS K. Yuan, D. Gan, J.L. Guo, W.J. Xu | |||||||
09:21 - 09:30 | AN EXPERIMENTAL STUDY ON VIBRATION MITIGATION BY PERIODIC PILE BARRIERS UNDER A MOVING LOAD Y. Ni, Z. Shi | |||||||
09:30 - 09:39 | SAND-RUBBER MIXTURES FOR GEOTECHNICAL SEISMIC ISOLATION OF BUILDINGS Z. Cheng, E.C. Leong | |||||||
09:39 - 09:48 | STRUCTURAL PERFORMANCE OF GEOTECHNICAL SEISMIC ISOLATED BUILDINGS SUBJECTED TO NEAR-FAULT MOTIONS O. Kalyoncu | |||||||
09:48 - 09:57 | AN INNOVATIVE APPROACH TO GEOTECHNICAL SEISMIC ISOLATION: RUBBER-SOIL MIXTURE TRENCH FILLS J. Bernal-Sanchez, J. McDougall, J. Leak, D. Barreto, V. Dimitriadi, M. Nseabasi | |||||||
09:57 - 10:06 | SAND-RUBBER MIXTURES FOR GEOTECHNICAL SEISMIC ISOLATION OF BUILDINGS E.C. Leong, Z. Cheng | |||||||
10:06 - 10:15 | DISCUSSION | |||||||
MONITOR 17 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | STRONG GROUND MOTION ANALYSIS OF THE GORJ SEISMIC SEQUENCE (ROMANIA) FOR ENGINEERING APPLICATIONS A. Tiganescu, B. Grecu, I.G. Craifaleanu, C. Neagoe, C.S. Dragomir, A. Marmureanu, D. Toma-Danila, C. Ionescu | |||||||
09:15 - 09:25 | SOURCE RUPTURE PROCESS OF THE 2022 MS 6.8 LUDING EARTHQUAKE DEDUCED FROM STRONG MOTION DATA Q. Xie, Q. Ma, L. Qian, J. Li | |||||||
09:25 - 09:35 | THE COMMUNITY SEISMIC NETWORK: APPLICATIONS FOR NEAR-REAL-TIME SEISMIC PERFORMANCE ASSESSMENT M. Kohler, Y. Bozorgnia, E. Taciroglu, R. Clayton, R. Guy, S. Goswami | |||||||
09:35 - 09:45 | THE ROMANIAN NATIONAL NETWORK FOR THE SEISMIC MONITORING AND PROTECTION OF BUILDING STOCK C.S. Dragomir, I.G. Craifaleanu, D. Dobre, E.S. Georgescu | |||||||
09:45 - 09:55 | BOREHOLE SEISMOGRAPHIC NETWORK OF TEHRAN METROPOLIS A. Nasiri, E. Salimi, M. Mojezi, M. Bolbolvand, S.M. Hosseini Gelekolai, A. Maghsoudi-Barmi, E. Rahimi Hasanabad, M. Talebi, A. Moradi, Z.H. Shomali, A. Ghalandarzadeh, H. Rahimi, I. Kahbasi | |||||||
09:55 - 10:05 | ALL YOU NEED IS A SEISMIC NETWORK: THE NEW ZEALAND PERSPECTIVE M. Naguit, S. Taylor-Offord, J. Groom, C. Burton, M. Chadwick, J. Young | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 18 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | INTRODUCTION TO THE STRONG MOTION FLATFILE OF CHINA COVERING THE PERIOD FROM 2007 TO 2020 Y. Ren, X. Yao, T. Kishida, W. Guo, K. Ji, H. Wang, Y. Zhang, H. Li, H. Si, Y. Yu, R. Wen | |||||||
09:15 - 09:25 | WAVEFORM PROCESSING IN BELSHAKE, THE BELGIAN GROUND-MOTION DATABASE K. Vanneste, M. Onvani | |||||||
09:25 - 09:35 | GROUND MOTION RELATIONAL DATABASE (GMDB) FOR NGA-WEST3 PROJECT T.E. Buckreis, C.C. Nweke, P. Wang, S.J. Brandenberg, R. Shams, M. Ramos-Sepulveda, R. Pretell, P. Zimmaro, S. Mazzoni, J.P. Stewart | |||||||
09:35 - 09:45 | INTERNATIONAL DATA GAPS AT THE CENTER FOR ENGINEERING STRONG MOTION DATA H. Shao, J. Brody, L. Schleicher, K. Marano, J. Steidl, E. Thompson, M. Hearne, L. Blair | |||||||
09:45 - 09:55 | THE EQSIM-PEER SIMULATED GROUND MOTION DATABASE FOR EARTHQUAKE ENGINEERING APPLICATIONS D. McCallen, K. Mosalam, A. Pitarka, H. Tang, F. Petrone, R. Nakata, C. Pinilla Ramos | |||||||
09:55 - 10:05 | THE NGA-SUBDUCTION WEB PORTAL FOR THE DATABASES, PROCESSED TIME SERIES, AND TOOLS S. Mazzoni, T. Kishida, Y. Bozorgnia | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 19 | ||||||||
GRM3 - EXPLORING EARTHQUAKE DATA CENTERS AROUND THE WORLD | Convenors: L. Schleicher, L. Luzi, M. Naguit | ||||||||
09:00 - 09:05 | INTRODUCTION | |||||||
09:05 - 09:15 | SDQ: A PYTHON-BASED OPEN-SOURCE TO IMPROVING DATA QUALITY CHECK OF THE INGV ITALIAN SEISMIC NETWORK F. Varchetta, M. Massa, R. Puglia, P. Danecek, S. Rao, A. Mandiello, D. Piccinini, C. Cauzzi | |||||||
09:15 - 09:25 | IDENTIFICATION BETWEEN EARTHQUAKES AND MICROTREMORS VIA A GENERATIVE ADVERSARIAL NETWORK H. Liu, S. Li, J. Song | |||||||
09:25 - 09:35 | CHALLENGES AND OPPORTUNITIES OF AUTOMATIC EARTHQUAKE DATA PROCESSING C. Cauzzi, J. Bienkowski, J. Clinton, M. D Amico, L. Luzi, C. Mascandola, R. Sleeman | |||||||
09:35 - 09:45 | VIBRATION TEST AND DYNAMIC MODELLING FOR DENSE SEISMIC OBSERVATION USING AUTOMOBILES T. Hirai, H. Takahashi | |||||||
09:45 - 09:55 | COMPARISON BETWEEN WAVELET AND FILTERING METHODS IN PROCESSING OF THE IRANIAN STRONG MOTION RECORDS S. Shokouhirad, M. Ghafory-Ashtiany, A. Ansari | |||||||
09:55 - 10:05 | A JOURNEY TO THE CENTER OF THE USGS NATIONAL STRONG-MOTION PROJECT PROCESSING AND BEYOND L. Schleicher, J. Steidl, E. Thompson, A. Yong, J. Brody, L. Blair, S. Ahdi, M. Hearne, B. Aagaard, S.E. Hough, H. Shao, G. Huddleston, K. Heilpern, K. Marano, G. Ferragut, B. Worden, D. Wald, J. De Cristofaro, A. McClain, B. Dunham, D. Nget, J. Aragon, J. Gomez, V. Amador, V. Carrasco Rodriquez, E. Luna, D. Cembalski, D. Childs, J. Smith, D. Croker | |||||||
10:05 - 10:15 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
09:00 - 09:12 | ENHANCING SEISMIC PERFORMANCE OF PRECAST CONCRETE BUILDINGS USING ROTATIONAL FRICTION DAMPERS Y. Tonguc, I. Mualla, M. Tarasaitis, H. Soylu | |||||||
09:12 - 09:24 | THE PERFORMANCE OF ROTATIONAL FRICTION DAMPER IN STRENGTHENING STRUCTURES FOR SEQUENTIAL EARTHQUAKE A. Rayegani, O. Karimzade Soureshjani, S.A. Moayed Alaee, I. H.Mualla, F. Nemati | |||||||
09:24 - 09:36 | STRUCTURAL CONNECTION WITH PREDETERMINED DISCRETE VARIABLE FRICTION FORCES K. Chen, G. Tsampras | |||||||
09:36 - 09:48 | SEMI-ACTIVE CAM-LEVER FRICTION DEVICE FOR VIBRATION CONTROL OF BUILDINGS SUBJECTED TO EARTHQUAKES A. Palacio-Betancur, R.R. Alwaneen, D. Manickmalar, M. Gutierrez Soto | |||||||
09:48 - 10:00 | REAL TIME HYBRID SIMULATION (RTHS) OF A 2-STORY BUILDING EQUIPPED WITH NOVEL BASE ISOLATION SYSTEMS L. Cao, F. Malik, S. Al-Subaihawi, W. Miao, J. Ricles, T. Marullo, C. Kolay, A. Downey, S. Laflamme | |||||||
10:00 - 10:12 | SEISMIC VIBRATION CONTROL OF ATIEH-2 HOSPITAL BUILDING - A CASE STUDY REPORT A. Yadegari Farzaneh, N. Asadpour, S.A. Moayed Alaee, I.H. Mualla | |||||||
10:12 - 10:24 | SEISMIC PROTECTION OF POWER TRANSFORMERS BASED ON TOGGLE-BRACE-FRICTION-DAMPER SYSTEM B. Belev, G. Bonchev, I. Mualla | |||||||
MONITOR 21 | ||||||||
IDD4 - FRICTION-BASED STRUCTURAL COMPONENTS FOR HIGH-PERFORMANCE BUILDINGS | Convenors: G. Tsampras, G. MacRae, C. Clifton | ||||||||
09:00 - 09:12 | REAL-TIME HYBRID SIMULATION FOR A FRICTION PENDULUM BEARING WITH IMPROVED VERTICAL FORCE CONTROL C. Lee, Y. Chae | |||||||
09:12 - 09:24 | CORRELATED SEISMIC-MOTION INDICES AND PEAK SLIDING FOUNDATION DISPLACEMENTS K. Yamagishi, R. Ohira | |||||||
09:24 - 09:36 | USING MARKOV CHAINS TO INVESTIGATE THE SENSITIVITY OF FRICTION ISOLATORS TO GROUND MOTION DURATION D. Ruggiero, G.M. Calvi, E. Merhi | |||||||
09:36 - 09:48 | EXPERIMENTAL EVALUATION OF CONCRETE FOUNDATION BEARING STRENGTH FOR FRICTION PENDULUM BEARINGS E. Kose, S. Kishiki, M. Kurosawa, N. Wakita, K. Hayashi | |||||||
09:48 - 10:00 | DAMPING OF CABLE STAYED BRIDGES WITH ROTATIONAL FRICTION DAMPERS M. Vollmering, I. Mualla, J. Gawlista | |||||||
10:00 - 10:12 | RETROFITTING OF A CABLE-STAYED PEDESTRIAN BRIDGE WITH ROTATIONAL FRICTION DAMPERS M. Hazay, I. Mualla | |||||||
MONITOR 22 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
09:00 - 09:15 | NUMERICAL MODELING OF UFREIS: FULL ROLLOVER IMPACT MODEL H. Sheikh, R. Ruparathna, N. Van Engelen | |||||||
09:15 - 09:30 | ON THE DESIGN OF VISCOUS DAMPERS TO BE INSERTED IN HIGH-RISE MOMENT-RESISTING FRAME STRUCTURES L. Landi, N. Bonassi | |||||||
09:30 - 09:45 | OPTIMAL SEISMIC DESIGN OF HIGH-RISE BUILDINGS WITH OUTRIGGER TUNED INERTIAL MASS DAMPER Y. Abrass, O. Lavan | |||||||
09:45 - 10:00 | RESEARCH AND DEVELOPMENT OF VISCOUS FLUID DAMPER FOR INDUSTRIAL FACILITIES AND ITS APPLICATION K. Minagawa, K. Aida, G. Tanaka, K. Kawamura, M. Miyazaki, S. Fujita | |||||||
10:00 - 10:15 | RESEARCH ON SEISMIC RETROFIT OF “JODO-SHU SAINEN-JI HONDO OF TRADITIONAL JAPANESE TEMPLE” USING RESPONSE CONTROL DEVICES T. Horiike, H. Kajikawa, Y. Okada | |||||||
MONITOR 23 | ||||||||
IDD8 - RESEARCH FRONTIERS IN SEISMIC ISOLATION AND DAMPING SYSTEMS FOR STRUCTURES AND INFRASTRUCTURES | Convenors: E. Gandelli, G. Lomiento, A. Monaco | ||||||||
09:00 - 09:15 | RESIDUAL VIBRATION EXCITATION CONDITIONS FOR A DUAL DYNAMIC VIBRATION ABSORBER WITH AN INERTER H. Nagao, N. Matsuo, N. Miura | |||||||
09:15 - 09:30 | SEISMIC AND TSUNAMI ISOLATION TECHNOLOGY FOR ONSHORE STRUCTURES BY UTILIZING CUSHIONING MATERIAL Y. Ariga | |||||||
09:30 - 09:45 | USE OF SEISMIC ISOLATION ON LIMITED DUCTILITY REINFORCED CONCRETE SHEAR WALL BUILDINGS: A CASE STUDY J. Nino-Castano, B. Chalarca, D. Bedoya-Ruiz | |||||||
09:45 - 10:00 | FUNDAMENTAL RESEARCH ON ACTIVE SEISMIC ISOLATION SYSTEM DEPENDING ON GROUND DISPLACEMENT J. Liu, H. Kanno | |||||||
10:00 - 10:15 | SIMPLIFIED PERFORMANCE-BASED SEISMIC DESIGN METHOD FOR STEEL MRF WITH NONLINEAR VISCOUS DAMPERS B. Dong | |||||||
MONITOR 24 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | A NONLINEAR STUDY OF THE INFLUENCE OF STRONG EARTHQUAKE GROUND MOTION ON IRREGULAR BUILDINGS F. Pachla, T. Tatara, W. Aldabbik | |||||||
09:09 - 09:18 | PREDICTION OF PEAK RESPONSE OF IRREGULAR BASE-ISOLATED BUILDING UNDER PULSE-LIKE EARTHQUAKES K. Fujii | |||||||
09:18 - 09:27 | SEISMIC OBSERVATION OF 36- AND 17-STORY BUILDINGS CONNECTED BY LOW-RISE BUILDING'S FOUNDATION J. Hamada, K. Umemura, T. Honda | |||||||
09:27 - 09:36 | SEISMIC RESPONSE ESTIMATION OF COMMERCIAL BUILDING BASED ON MULTI-POINT MICROTREMOR MEASUREMENT T. Hatada, T. Furukawa, H. Hinata, Y. Nakajima, Y. Ikeda | |||||||
09:36 - 09:45 | COMPARATIVE SEISMIC RESPONSE ANALYSIS OF STILTED STRUCTURE AND CONVENTIONAL STRUCTURE Y. Tang, Y. Li, B. Jiang, S. Ji | |||||||
09:45 - 09:54 | SEISMIC DESIGN OF EXTENDED BUILDINGS L.G. Mejia Cañas | |||||||
09:54 - 10:03 | HOUSE OF DOCTORS BUCHAREST - SEISMIC DESIGN CHALLENGES FOR LONG CORNER PERIODS D. Kober | |||||||
10:03 - 10:12 | INELASTIC TORSIONAL BUCKLING OF SYMMETRIC 3D MOMENT-RESISTING FRAMES CAUSED BY COMBINED NONLINEARITY I. Fukuda, K. Ikago, K. Tsuruta, T. Maeda, A. Nishimoto, Y. Araki, D. Wagg | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | FRAGILITY ANALYSIS OF TORSIONALLY COUPLED SYSTEMS VIA SURROGATE MODELS K. Kaatsiz, H. Sucuoglu | |||||||
09:09 - 09:18 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE SPECIAL MOMENT-RESISTING HILLSIDE BUILDING FRAMES R. Jarapala, A. Menon | |||||||
09:18 - 09:27 | SEISMIC ANALYSIS OF AIRPORT VIADUCT BASED ON AMERICAN CODE F. Xie, Z.Q. Wang, L. An | |||||||
09:27 - 09:36 | SEISMIC DESIGN OF DISCONTINUOUS RC SHEAR WALLS IN TOC OVERBUILDS FOLLOWING PROVISIONS IN NBCC 2020 J. Centeno, J. Stanzeleit, A. Firmo, M. Pearce | |||||||
09:36 - 09:45 | SOLVING THE CONUNDRUM OF RECOVERING SUFFICIENT PARTICIPATING MASS FOR COMPLEX STRUCTURES C. Hickey, R. Kannan, S. Hendry, K. hicyilmaz, D. Grant | |||||||
09:45 - 09:54 | STRUCTURAL PERFORMANCE EVALUATION OF COLUMNS IN REINFORCED CONCRETE PILOTI-TYPE BUILDINGS UNDER COMB U. Kwon, e. Baek, J. Paik, s. Lee | |||||||
09:54 - 10:03 | STUDY OF TLDS IN IRREGULAR BUILDING A. K V, U.K. G, N. Nair | |||||||
10:03 - 10:12 | IMPLEMENTING HIGHER-MODE EFFECTS WITHIN MODAL COMBINATIONS: APPLICATION TO TALL BUILDINGS IN EUROPE A. González-Fonseca | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 26 | ||||||||
SDM11 - RECENT FINDINGS ON THE EFFECT OF GROUND MOTION VERTICAL ACCELERATIONS ON BUILDING STRUCTURES | Convenors: F. Zareian, L. Ibarra | ||||||||
09:00 - 09:12 | AMPLIFICATION EFFECT OF VERTICAL RANDOM EXCITATION ON THE DYNAMIC RESPONSE OF BUILDINGS W. Liu, Z. Guan | |||||||
09:12 - 09:24 | INELASTIC BEHAVIOUR OF RC STRUCTURES UNDER TRANSLATIONAL AND ROTATIONAL GROUND MOTIONS I. Akdeniz, A. Ayoub | |||||||
09:24 - 09:36 | FIRST ANALYSIS OF THE ISOLATED ARTIFICIAL GROUND FOR THE RECONSTRUCTION OF CASTELLUCCIO DI NORCIA L. Tentella, V. Nicoletti, L. Ragni, S. Carbonari, F. Gara, L. Dezi | |||||||
09:36 - 09:48 | PARAMETRIC EVALUATION OF TRI-DIRECTIONAL EFFECTS OF NEAR-FAULT GROUND MOTIONS ON STEEL STRUCTURES B. Dong | |||||||
09:48 - 10:00 | NUMERICAL ASSESSMENT OF THE VERTICAL ACCELERATION EFFECTS ON THE DYNAMIC RESPONSE OF URM STRUCTURES S. Kallioras, F. Graziotti, A. Penna, G. Magenes | |||||||
10:00 - 10:12 | VERTICAL ACCELERATIONS IN NEAR AND FAR FAULT CONDITIONS E. Marotti, F. Zotti, A. Penna, R. De Risi, A.L. Simonelli | |||||||
MONITOR 27 | ||||||||
SHM2/BCI7 - TRANSPORTATION INFRASTRUCTURE: MONITORING AND ANALYSIS WITHIN A MULTI-HAZARD CONTEXT | Convenors: F. Ubertini, W. Salvatore, S. Laflamme, M.P. Limongelli, S. Mitoulis | ||||||||
09:00 - 09:11 | DERIVING SOIL-FOUNDATION-PIER PHYSICAL PARAMETERS FROM DYNAMIC IDENTIFICATION TESTS ON BRIDGES S. Carbonari, F. Dezi, F. Gara | |||||||
09:11 - 09:22 | HIERARCHY OF SEISMIC INDUCED INELASTIC EXCURSIONS IN THE PIER SYSTEM OF BRIDGES CROSSING WATERWAYS S. Mehanny, H. Tawadros | |||||||
09:22 - 09:33 | A SIMPLIFIED SOIL DOMAIN MODEL FOR THE SEISMIC DESIGN OF BRIDGES M.P. Santisi d Avila, R. Fares, S. Gobbi, L. Lenti | |||||||
09:33 - 09:44 | MULTI-HAZARD RISK ASSESSMENT: AN INTEGRATED INFRASTRUCTURE RESILIENCE AND MANAGEMENT STRATEGIES O. Alshboul, A. Shehadeh | |||||||
09:44 - 09:55 | STATE OF THE ART DIGITAL TWINNING: THE CASE STUDY OF THE MINCIO'S BRIDGE R. Boccagna, M. Bottini, G. Camata, D. Buccella, M. Petracca, N. Germano, M. Di Giorgio, E. Di Pietro, M. Rossi, D. Donisi, S. Berardis, G. Costantini, L. Grande, G. Tedesco | |||||||
09:55 - 10:06 | INNOVATIVE BRIDGE SURVEILLANCE MODELS: THE CASE STUDY OF A3 HIGHWAY IN SOUTHERN ITALY L. Petti, C. Lupo, C.M. De Gaetano | |||||||
10:06 - 10:17 | SOME RESULTS OF THE STRUCTURAL HEALTH MONITORING OF A CABLE-STAYED BRIDGE IN CENTRAL ITALY V. Nicoletti, S. Quarchioni, R. Martini, L. Amico, L. Tentella, S. Carbonari, F. Gara, L. Dezi | |||||||
MONITOR 28 | ||||||||
SHM2/BCI7 - TRANSPORTATION INFRASTRUCTURE: MONITORING AND ANALYSIS WITHIN A MULTI-HAZARD CONTEXT | Convenors: F. Ubertini, W. Salvatore, S. Laflamme, M.P. Limongelli, S. Mitoulis | ||||||||
09:00 - 09:11 | AN SHM STRATEGY FOR RECOGNIZING UNSEEN DAMAGE CLASSES IN BRIDGES E.M. Tronci, R. Betti | |||||||
09:11 - 09:22 | SEISMIC FRAGILITY OF BRIDGES AFFECTED BY FLOOD AND SCOUR A. R. Abouelhamd, A. Kappos | |||||||
09:22 - 09:33 | INFLUENCE OF FLOOD-INDUCED SCOUR ON TIME-DEPENDENT SEISMIC VULNERABILITY OF BRIDGES M. Gangwar, N. Chirdeep, S. Shekhar | |||||||
09:33 - 09:44 | INFLUENCE OF PIER FOUNDATION TYPE ON SEISMIC VULNERABILITY OF SCOUR-AFFECTED BRIDGES T. Yilmaz, O.C. Aygin | |||||||
09:44 - 09:55 | SEISMIC RESPONSE AND FLOOD WASH AWAY OF TRUSS BRIDGE S. Fujisawa, S. Yotsui, Y. Satofuka, K. Izuno | |||||||
09:55 - 10:06 | SEISMIC PERFORMANCE OF SIMPLY SUPPORTED BRIDGES CONSIDERING UNCERTAINTY IN SCOUR CONDITION F. Pinto, N. Navarro, A. Pizarro, R. Bazaez, F. Hernandez, R. Astroza | |||||||
MONITOR 29 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
09:00 - 09:11 | COLLECTION, ASSESSMENT AND REPORTING OF MACROSEISMIC INTENSITY IN CANADA S. Crane, N. Ackerley, M. Kolaj, C. Blais, H.K.C. Perry, S. Halchuk | |||||||
09:11 - 09:22 | INTEGRATION OF MULTI-SOURCE AND POST-EVENT DATA INTO EMS-98 BASED EARTHQUAKE DAMAGE ANALYSIS N. Hadidian M., J. Schwarz | |||||||
09:22 - 09:33 | ASSESSMENT OF MILITARY BUILDING STOCK BY MEANS OF A TAXONOMY OF STRUCTURAL FEATURES G. Concu, E. Reccia, D. Meloni | |||||||
09:33 - 09:44 | A COMPARISON OF INTENSITY PREDICTION EQUATIONS FOR ITALY A.A. Gomez Capera, M.C. D Amico, V. D Amico, G. Lanzano, M. Locati, C. Meletti, M. Santulin, E. Varini | |||||||
09:44 - 09:55 | INSIGHTS FROM RECTOR'S PALACE IN DUBROVNIK'S OLD CITY EARTHQUAKE PERFROMANCE ASSESSMENT W.R.T. STRUCTURAL EVOLUTION AND INTERVENTIONS D. Penava, A. Vrban, M. Valincic, L. Abrahamczyk, I. Guljas, I. Kraus | |||||||
09:55 - 10:06 | EMPIRICAL SEISMIC ASSESSMENT OF URBAN SETTLEMENTS IN DEVELOPING COUNTRIES: CASE STUDY ERBIL (IRAQ) P.L. Hasan, L. Lamadrid, L. Abrahamczyk, B. Jamal, N.M. Saeed, J. Schwarz | |||||||
10:06 - 10:17 | IMPROVING CATALONIA'S COMMUNITY-BASED MACROSEISMIC DATA COLLECTION AND ANALYSIS J. Irizarry, J. Batlló, N. Romeu, J.A. Jara, X. Martí | |||||||
MONITOR 30 | ||||||||
SHR6/12 - MACROSEISMOLOGY: CURRENT STUDIES AND FUTURE DIRECTIONS | Convenors: D. Wald, J. Schwarz, V. Silva, L. Abrahamczyk, D. Cook, M. Kumar | ||||||||
09:00 - 09:11 | URBAN DESIGN PERSPECTIVES ON THE USE OF BUILDING TAXONOMIES REFERRING TO EMS-98 CLASSIFICATION A. Schwarz, C. Kaufmann, J. Schwarz | |||||||
09:11 - 09:22 | MACROSEISMIC AND STRONG MOTION FIELDS OF THE 2021 CRETE M6.0 EVENT USING A FINITE FAULT APPROACH M. Ravnalis, H. Kkalas, C. Papazachos, C. Papaioannou | |||||||
09:22 - 09:33 | REVIEW OF SEISMIC INTENSITY QUESTIONNAIRE METHODS IN ACCORDANCE WITH JMA AND MM-MSK SCALES M. Koyama, H. Murakami, S. Yotsui | |||||||
09:33 - 09:44 | EMS-98 APPLICATION TO THE TARGET REGION OF SERAMAR PROJECT MIRRORING THE 2023 EARTHQUAKE SEQUENCE L. Abrahamczyk, J. Schwarz, M.C. Genes, P. Gülkan, T. Langhammer, C. Kaufmann | |||||||
09:44 - 09:55 | MODIFIED MACROSEISMIC APPROACH OF THE SEISMIC VULNERABILITY ASSESSMENT OF RESIDENTIAL BUILDINGS G. Pavic, S. Lozancic, B. Bulajic, M. Hadzima-Nyarko | |||||||
09:55 - 10:06 | SEISMIC RISK OF INFORMALLY CONSTRUCTED HOUSES: MERGING FIELD WORK AND ENGINEERING SIMULATION P. Murray, A. Liel | |||||||
10:06 - 10:17 | VERTICAL GROWTH OF MASONRY BUILDINGS IN PERU AND ITS ROLE IN THEIR SEISMIC VULNERABILITY B. Espinoza-Sifuentes, L. Moya, L. Ceferino |