FRIDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
10:30 - 10:40 | PREDICTION OF PARTIAL FAILURE MECHANISMS IN MASONRY AGGREGATES: NEW COMPUTATIONAL TRENDS G. Milani | |||||||
10:40 - 10:50 | AN APPROACH FOR LARGE-SCALE SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE V. Cima, V. Tomei, E. Grande, M. Imbimbo | |||||||
10:50 - 11:00 | A CASE STUDY ON SEISMIC FRAGILITY ASSESSMENT OF HISTORICAL UNREINFORCED MASONRY BUILDING AGGREGATES N.C. Palazzi, J.P. Munoz, F. Bertin, J.C. de la Llera, D. D Ayala | |||||||
11:00 - 11:10 | COMPARING DIFFERENT PROCEDURES FOR THE EVALUATION OF THE SEISMIC RESPONSE OF BUILDING AGGREGATES C. Chesi, E. Elmo | |||||||
11:10 - 11:20 | SEISMIC FRAGILITY AND RETROFIT BY EXOSKELETONS OF CLUSTERED BUILDINGS: AN APPLICATION IN SOUTH ITALY R. Di Chicco, G. Longobardi, A. Formisano | |||||||
11:20 - 11:30 | SEISMIC FRAGILITY OF AGGREGATES IN YUNGAY NEIGHBORHOOD OF SANTIAGO DE CHILE I. Tomic, N.C. Palazzi, J.P. Munoz Galvez, J.C. De la Llera Martin, K. Beyer | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
ASR11 - ADVANCES AND OPEN CHALLENGES IN SEISMIC VULNERABILITY ASSESSMENT OF URM BUILDINGS IN AGGREGATE | Convenors: S. Cattari, R. Bento, T. Ferreira | ||||||||
10:30 - 10:40 | SEISMIC VULNERABILITY OF BUILDING AGGREGATES: DIFFERENT APPROACHES AND STRATEGIES FROM CASE STUDIES R. Vicente | |||||||
10:40 - 10:50 | SEISMIC VULNERABILITY ASSESSMENT OF A HERITAGE MASONRY AGGREGATE IN CENTRAL ROME L. Dalla Rosa, L. Boselli, E. Mola | |||||||
10:50 - 11:00 | SEISMIC VULNERABILITY ASSESSMENT OF BUILDING AGGREGATES: A CASE STUDY IN ZAGREB DOWNTOWN M. Banicek, V. Bernardo, I. Tomic, P. B. Loureño, K. Beyer, M. Uros | |||||||
11:00 - 11:10 | VULNERABILITY ASSESSMENT OF HERITAGE MASONRY AGGREGATE BUILDINGS IN ZAGREB, CROATIA A. Moretic, M. Stepinac, K. Ozic | |||||||
11:10 - 11:20 | MULTI-SCALE SEISMIC VULNERABILITY ASSESSMENT OF HISTORIC CENTRES: THE CASE STUDY OF POPOLI, ITALY M.G. Masciotta, G. Cianchino, C. Cantagallo, G. Brando, E. Spacone | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone, S. Zampino | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | A FRAMEWORK OF SEISMIC FRAGILITY ANALYSIS FOR THE EXSISTING REINFORCED CONCRETE BRIDGE IN INDONESIA (STUDY CASE: JAKARTA) V.C. Simanjuntak, I. Imran, M. Moestopo, H.D. Setio | |||||||
10:43 - 10:53 | SENSITIVITY ANALYSIS OF SEISMIC VULNERABILITY CLASS ASSESSMENT UNDER UNCERTAINTY L. Capacci, S. Bianchi | |||||||
10:53 - 11:03 | SEISMIC ASSESSMENT OF BRIDGES: STATE OF THE ART REVIEW AND PRACTICE-ORIENTED CONSIDERATIONS F. Gatti, M. Cademartori, M. Molinari, D. Pastorelli, M. Bertagnon | |||||||
11:03 - 11:13 | COLLAPSE FRAGILITY CURVES OF RC PIERS WITH CORRODED REBARS D. Cardone, V. Possidente, G. Perrone, D. Bernardini, D. Ruta, A. Paolone, F. Braga, F. Buttarazzi, A. Rossi | |||||||
11:13 - 11:23 | A BRIDGE RATING WEB TOOL FOR OPTIMISED MANAGEMENT N. Scattarreggia, M. Calò, G. Mucedero, R. Monteiro | |||||||
11:23 - 11:33 | HIGH-DEFINITION NUMERICAL MODELLING OF REINFORCED CONCRETE HALF-JOINTS A. Orgnoni, E. Brunesi, D. Bolognini, F. Dacarro, M. Malavisi | |||||||
11:33 - 11:43 | DYNAMIC RESPONSE ANALYSIS OF TWO-STORY RC VIADUCT WITH SEISMICALLY REPAIRED MIDDLE BEAMS K. Uemura, K. Kusaka, Y. Takahashi | |||||||
11:43 - 11:53 | CODE-COMPLIANT PRACTICE-AIMED NONLINEAR PROCEDURE FOR SEISMIC ASSESSMENT OF EXISTING HIGHWAY BRIDGES F. Braga, D. Cardone, P. Franchin, A. Lupoi, E. De Angelis, F. Noto, F. Buttarazzi, A. Rossi, N. Zoratto | |||||||
MONITOR 4 | ||||||||
BCI12 - SEISMIC RISK MANAGEMENT FOR ROAD AND RAILWAY INFRASTRUCTURES | Convenors: E. Renzi, P.L. Navone, L. Tatarelli | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:43 | BRIDGE SPAN DISLODGEMENT DURING EARTHQUAKES - MECHANISMS AND ITS PREVENTION P. Goswami, S.R. Dash | |||||||
10:43 - 10:53 | OPEN DATASET OF ROAD OBSTRUCTIONS DUE TO COLLAPSED BUILDINGS FROM THE 2023 TURKEY EARTHQUAKES L. Moya, F. Mesias, A. Tostado, A. Kramer, L. Ceferino, S. Wiguna, B. Adriano | |||||||
10:53 - 11:03 | EXPLORING THE DISCRETE ELEMENT MODELLING APPROACH FOR SAFETY ASSESSMENT OF PRESTRESSED CONCRETE BRIDGES M. Calò, G. Andreotti, P.M. Calvi, R. Monteiro | |||||||
11:03 - 11:13 | SEISMIC RISK EVALUATION: CRITICAL ANALYSIS ON ASPI NETWORK ACCORDING TO THE ITALIAN GUIDELINES M. Malavisi, F. Buttarazzi, F. Ridente, F. Braga, M.C. Venturi | |||||||
11:13 - 11:23 | THE GUIDELINES FOR THE MANAGEMENT OF THE ITALIAN RAILWAY BRIDGES IN THE FRAMEWORK OF THE SMS P.L. Navone, L. Tatarelli, I. Castriota, G. Viti, A. Farina | |||||||
11:23 - 11:33 | GENOVA CASELLA RAILWAY (GENOVA, ITALY). INTEGRATED MONITORING SYSTEM APPLIED TO RAILWAY LINE G. Fabbri, M. Grassi, A. Zattoni, F. Ciferri, S. Scancella, N. Belcecchi, E. Scarpi, E. Chiossone | |||||||
11:33 - 11:43 | SEISMIC RISK MITIGATION OF EXISTING P.R.C. RAILWAY BRIDGES AND VIADUCTS BY SEISMIC RETROFITTING L. Evangelista, D. Ludovici, A. VIttozzi | |||||||
MONITOR 5 | ||||||||
CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
10:30 - 10:40 | BUCKLING-RESTRAINED CORRUGATED STEEL SHEAR WALL STRENGTHENED WITH RC PANEL G.Q. Li, H.J. Jin, F.F. Sun, Y. Xiang, D.Z. Hu | |||||||
10:40 - 10:50 | DYNAMIC FRICTION EFFECTS IN BUCKLING-RESTRAINED BRACES B. Sitler, T. Takeuchi, Y. Terazawa, M. Terashima | |||||||
10:50 - 11:00 | DESIGN ACTIONS FOR BUCKLING-RESTRAINED BRACE SHEAR KEYS B. Sitler, M. Terashima | |||||||
11:00 - 11:10 | PERFORMANCE OF LARGE SIZE BUCKLING-RESTRAINED BRACES N. Wakita, A. Watanabe, K. Hayashi, Y. Nakamura | |||||||
11:10 - 11:20 | ESTIMATING THE CUMULATIVE PLASTIC DEFORMATION CAPACITY OF BRBS SUBJECTED TO ARBITRARY LOADING H. Liu, Z. Qu | |||||||
11:20 - 11:30 | EXPERIMENTAL INVESTIGATION OF A NEW DUAL-TEE BUCKLING-RESTRAINED BRACE C.L. Wang, Y. Yuan, B. Zeng | |||||||
11:30 - 11:40 | SHAKING TABLE TEST OF A DAMPED OUTRIGGER SYSTEM P. Lin, P. Chen, M. Chung, M. Chen | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 6 | ||||||||
CMS2 - CUTTING-EDGE RESEARCH ON BUCKLING-RESTRAINED BRACES (BRBS) AND THEIR APPLICATIONS | Convenors: T. Takeuchi, G. MacRae | ||||||||
10:30 - 10:40 | SEISMIC RESPONSE OF STEEL FRAMES WITH POST-TENSIONED BRBS USING CARBON FIBER CABLES AND STEEL STRAND K. Atasever, Y. Terazawa, S. Inanaga, T. Takeuchi, O.C. Celik | |||||||
10:40 - 10:50 | COMPLETE COLLAPSE ANALYSIS OF STEEL MOMENT-RESISTING FRAMES WITH BUCKLING-RESTRAINED BRACES Y. Koetaka, K. Fukuhara | |||||||
10:50 - 11:00 | EVALUATING THE EFFECT OF INITIAL GRAVITY FORCES IN BUCKLING-RESTRAINED BRACE FRAME BRACES B. Saxey, C. Li, R. Sabelli, D. Welch | |||||||
11:00 - 11:10 | SEISMIC PERFORMANCE OF STEEL BUCKLING-RESTRAINED BRACED FRAMES DESIGNED TO THE CANADIAN STANDARDS A. Sadrara, S. Epackachi, A. Imanpour | |||||||
11:10 - 11:20 | SLIDING GUSSET CONNECTIONS FOR IMPROVED SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES WITH BRBS J. Zhao, J. Wang, C. Wang | |||||||
11:20 - 11:30 | NUMERICAL INVESTIGATION OF THE STEEL-LEAD HYBRID DUAL-YIELD BRB UNDER FREQUENT EARTHQUAKE LOADING M. Jia, Y. Chen, P. Jin | |||||||
11:30 - 11:40 | SUPPLEMENTING STEEL EXOSKELETON FOR SEISMIC UPGRADING WITH ENERGY DISSIPATION BY BUCKLING RESTRAINED F. Barbagallo, M. Bosco, W. Leni, E.M. Marino | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 7 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | INFLUENCE OF MASONRY INFILL WALLS ON THE SEISMIC RESPONSE OF EXISTING RC FRAME BUILDINGS - APPLICATION TO PORTUGAL L. Varela, A.A. Correia, L. Guerreiro | |||||||
10:39 - 10:48 | HOMOGENIZATION-BASED NUMERICAL ANALYSIS OF CORRUGATED STEEL INFILL WALLS UNDER LATERAL LOADING U.K. Pandit, G. Mondal, D. Punera | |||||||
10:48 - 10:57 | INFLUENCE OF DIFFERENT TYPES BRICK MASONRY IN THE PERFORMANCE OF A RC FRAMED BUILDING M. Priyadarshini, G. Mondal, S.R. Dash | |||||||
10:57 - 11:06 | DAMAGES IN CORNER BUILDINGS OF MEXICO CITY DURING THE SEPTEMBER 19, 2017 EARTHQUAKE J.I. Lopez, A. Martínez, J.M. Jara, H. Varum, B.A. Olmos | |||||||
11:06 - 11:15 | FLOOR ACCELERATION RESPONSE OF ASYMMETRICALLY INFILLED REINFORCED CONCRETE MOMENT FRAME BUILDING M. Sharma, Y. Singh, H. Burton | |||||||
11:15 - 11:24 | HAZARD-CONSISTENT ASSESSMENT OF REINFORCED CONCRETE FRAMES WITH UNREINFORCED MASONRY INFILL WALLS J. Archbold, K.M. Mosalam | |||||||
11:24 - 11:33 | PERFORMANCE OF RC FRAMES WITH URM INFILLS UNDER DIFFERENT CONDITIONS L.S. Yerramsetty, P.K. Ramancharla | |||||||
11:33 - 11:42 | COST-EFFECTIVE METHOD FOR IMPROVING SEISMIC RESPONSE OF MASONRY INFILL WALLS IN RC FRAME STRUCTURES J. Bojadjiev, R. Apostolska, G. Nechevska-Cvetanovska, D. Varevac, J. Bojadjieva | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 8 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | NUMERICAL STUDY ON TORSIONAL PERFORMANCE AND FAILURE MECHANISMS OF MASONRY INFILLED RC FRAMES T. Suzuki | |||||||
10:39 - 10:48 | SEISMIC FRAGILITY OF BUILDINGS DAMAGED BY THE 2014 NORTHERN THAILAND EARTHQUAKE T. Ornthammarath, C.T. Chua, A. Suppasri, P. Foytong | |||||||
10:48 - 10:57 | RESPONSE OF INFILLED REINFORCED CONCRETE FRAMES WITH FAILURE IN INFILL DOMINATED BY SLIDING SHEAR H. Dewangan, M. Kumar | |||||||
10:57 - 11:06 | SEISMIC PERFORMANCE EVALUATION OF LOW-RISE RC FRAME BUILDINGS WITH MASONRY INFILL IN NEPAL S. Wagle | |||||||
11:06 - 11:15 | SEISMIC VULNERABILITY OF MASONRY INFILLED RC FRAMES WITH AN OPEN FIRST STORY R. Volchev, N. Postolov, K. Milkova, K. Todorov, E. Dumova-Jovanoska | |||||||
11:15 - 11:24 | VERIFICATION OF RAPID SEISMIC VULNERABILITY ASSESSMENT FOR LOW-RISE INFILLED RC FRAME STRUCTURES J. Srechai, W. Wararuksajja, A. Sunatai, E. Panyaroj, S. Leelataviwat | |||||||
11:24 - 11:33 | FRAGILITY CURVES FOR INFILLED RC FRAME BUILDINGS IN THE EMILIA-ROMAGNA REGION N. Nabizadeh Moghaddam, G. Salamida, N. Buratti | |||||||
11:33 - 11:42 | SEISMIC LOSS ANALYSIS IN REINFORCED CONCRETE BUILDINGS WITH VARIOUS INFILL MATERIALS P. Giri, L. Ierimonti, I. Venanzi | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | SEISMIC DAMAGE ASSESSMENT OF CONCRETE BUILDINGS INCLUDING THE CONTRIBUTION OF INFILL MASONRY WALLS R. Alva Bañuelos, E. Cabrera Velez, R. Gonzalez Drigo, Y. Vargas Alzate, L. Pujades, J. Avila Haro, G. Luzi | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION OF THE INFILL-FRAME CONTACT STATE DURING AN EARTHQUAKE A. Brodsky, O. Barsheshet, Y. Elbo | |||||||
10:48 - 10:57 | LATERAL LOADING TEST FOR A MASONRY INFILLED DUCTILE FRAME WITH AN ECCENTRIC OPENING B. Li, Y. Tu, H. Lin | |||||||
10:57 - 11:06 | 3D-FULL FIELD DEFORMATION MEASUREMENT AND CRACK MAPPING OF INFILL USING DIC UNDER OUT-OF-PLANE LOADS S.H. Basha, X. Xie, Z. Guo | |||||||
11:06 - 11:15 | A SHAKING TABLE TEST ON PERFORMANCE OF MASONRY INFILLS IN RC FRAMES X. Xie, W. Chen, L. Zhang, Y. Zhao | |||||||
11:15 - 11:24 | DYNAMIC ANALYSIS OF RC FRAMED BUILDING WITH INFILL R. Dubey, G. Gaurav | |||||||
11:24 - 11:33 | A NEW APPROACH FOR CALCULATING CAPACITY OF INFILL MASONRY WITH OPENINGS IN SEISMIC RESPONSE ANALYSIS S. Qudrtullah, S. Taiki | |||||||
11:33 - 11:42 | INFLUENCE OF BED JOINT STRENGTH ON GLOBAL BEHAVIOR OF PARTIALLY INFILLED RC FRAMES B.N. Singha, G. Mondal | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS8 - RECENT RESEARCH ON COLUMN BASE CONNECTIONS AND THEIR IMPLICATIONS ON SEISMIC DESIGN | Convenors: F. Zareian, D. Lignos, A. Kanvinde | ||||||||
10:30 - 10:40 | POTENTIAL FOR CONCRETE BREAKOUT FAILURE IN COLUMN-FOUNDATION CONNECTIONS B. Worsfold, J. Moehle | |||||||
10:40 - 10:50 | SEISMIC PERFORMANCE OF EMBEDDED COLUMN BASE CONNECTIONS: TESTS AND STRENGTH MODELS A. Hassan, A. Kanvinde | |||||||
10:50 - 11:00 | EXPERIMENTAL INVESTIGATION OF CONTROLLED ROCKING STEEL COLUMN BASE Y. Cui, Y. Zhong | |||||||
11:00 - 11:10 | RESIDUAL STRESS ANALYSIS OF ECCENTRICALLY BRACED FRAME SHEAR LINK WITH END PLATE K. Zamzami, B. Budiono, M. Moestopo, D. Kusumastuti, M. Refai Muslih, C. Zulfahnur Syafitri | |||||||
11:10 - 11:20 | THE CYCLIC LOADING TEST ON THE PRECAST BOX CULVERT WITH LOOP JOINT AND ITS SIMULATION ANALYSIS Y. Sakai, Y. Kajita, T. Katayama, T. Yamasaki | |||||||
11:20 - 11:30 | SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES INCORPORATING DUCTILE COLUMN BASE CONNECTIONS M. Medalla, P. Torres-Rodas, D. Lopez-Garcia | |||||||
11:30 - 11:40 | INVESTIGATING THE VON MISES AND EQUIVALENT PLASTIC STRAIN INDICES IN SEISMIC BEHAVIOUR OF DRILLED FLANGE CONNECTION WITH CONSIDERING THE EFFECT OF HOL H. Asgaran, M.G. Vetr Tamijani, H.R. Ebrahimizadeh Qohrud, A. Khaleghi, F. Tayeri, M.H. Zolfagharzadeh | |||||||
MONITOR 11 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | A STUDY ON FACTOR ANALYSIS OF DIFFERENCE BETWEEN HORIZONTAL SBSR FOR EACH AZIMUTHAL ANGLE M. Aoki, Y. Yamamoto, Y. Uchiyama, N. Takai | |||||||
10:42 - 10:54 | APPLICABILITY ANALYSIS OF SITE EFFECTS FOR THREE GENERALIZED INVERSION METHODS X.L. Chen, K.L. Chen, Z.R. Jiang | |||||||
10:54 - 11:06 | EMPIRICAL SITE RESPONSE OF MEXICO CITY THROUGH REGIONALIZATION OF GLOBAL SUBDUCTION GMMS V. Contreras, J. Stewart, X. Pérez-Campos, J. Mayoral, D. De La Rosa | |||||||
11:06 - 11:18 | STUDY OF THE RELATIONSHIP BETWEEN SHEAR-WAVE VELOCITY STRUCTURE AND SEISMIC RESPONSE OF HUMIC SOIL K. Ishikawa, S. Yasuda, N. Ohbo, H. Ogawa, J. Aikawa, S. Senna | |||||||
11:18 - 11:30 | NONLINEAR CHARACTERISTICS OF KIK-NET AND K-NET STATIONS IN THE IWATE PREFECTURE IN JAPAN A. Schibuola, S.T. Lai, L.F. Bonilla | |||||||
11:30 - 11:42 | DAMAGE EXTEND IN THE 2022 ABRA EARTHQUAKE, PHILIPPINES, AND RESULTS OF DYNAMIC BUILDING CHARACTERIST T. Ochiai, T. Enomoto, Y. Shumuta, B. Leonila, N. Ishmael | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | SIMULATION-BASED SMOOTHED EFFECTIVE AMPLITUDE SPECTRUM SITE AMPLIFICATION MODELS FOR WESTERN UNITED STATES D. Centella, O. Ilhan, Y. M.A. Hashash, N. Abrahamson | |||||||
10:42 - 10:54 | THE PERFORMANCE OF 1D SITE RESPONSE APPROACH IN THE NOVEMBER 23, 2022, GOLYAKA, TURKEY EARTHQUAKE R. Gundogdu, G. Tufekcibasi Erdogan, O. Indir, K.N. Eroglu, O. Ilhan, A.C. Zulfikar | |||||||
10:54 - 11:06 | SITE RESPONSE OF RECLAMATION SITE: A CASE STUDY OF HONG KONG K. Ismail, G. Wang, Z. Chen | |||||||
11:06 - 11:18 | SITE AMPLIFICATIONS OF CHIANG MAI BASIN, THAILAND FROM 1D AND 2D SITE RESPONSE ANALYSIS A. Jirasakjamroonsri, N. Poovarodom, P. Warnitchai, T. Ornthammarath | |||||||
11:18 - 11:30 | A NEW SCHEME TO SOLVE NONLINEAR SYSTEMS IN THE FREQUENCY DOMAIN: THE EQUIVALENT-NONLINEAR METHOD G. Andreotti | |||||||
11:30 - 11:42 | ANALYSIS OF NEAR-FAULT SITE RESPONSE BASED ON DOWNHOLE ARRAY RECORDS N. Wang, X. Li, A. Liu | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GEO10 - DISCUSSIONS ON STATE OF PRACTICE/KNOWLEDGE/ART IN SPECTRAL ANALYSES FOR INFORMING SITE RESPONSE | Convenors: A. Yong, B. Cox, J. Stewart | ||||||||
10:30 - 10:42 | SPAC-BASED METHOD FOR ACQUIRING DIRECTIONAL INFORMATION BY DENSE CIRCULAR ARRAYS H. Kimura, H. Tomobe, H. Morikawa | |||||||
10:42 - 10:54 | ARRIVAL AND ROTATIONAL DIRECTIONS OF RAYLEIGH WAVES FROM SINGLE-STATION MICROTREMOR MEASUREMENTS T. Kogawa, K. Tokimatsu | |||||||
10:54 - 11:06 | MODELING OF RAYLEIGH WAVE GENERATION, PROPAGATION ACROSS WATER BODY AND ENGINEERING IMPLICATIONS S. Malik, V. Vats, J.P. Narayan | |||||||
11:06 - 11:18 | ACTIVE AND PASSIVE-SOURCE SURFACE WAVE INVESTIGATION IN THE GRONINGEN GAS FIELD, THE NETHERLANDS A. Martin, W. van der Veen, X. Campman, K. Ooms-Asshoff | |||||||
11:18 - 11:30 | SEASONAL VARIATION OF SITE AMPLIFICATION CHARACTERISTICS BY GEOPHYSICAL SURVEYS IN A COLD REGION S. Tsuno, H. Yamanaka, N. Takai, N. Nakagawa, M. Shigefuji, J. Horita, S. Nomoto, T. Kishikawa, S. Kawajiri, A. Ogasawara | |||||||
11:30 - 11:42 | CALIBRATION OF VELOCITY MODELS FOR 1D SITE RESPONSE ANALYSIS USING BOREHOLE SEISMOMETER RECORDS A. Lessi-Cheimariou, I. Tromans, S. Tallet -Williams, G. Aldama-Bustos, O.J. Ktenidou | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
10:30 - 10:40 | CONSIDERING THE GROUND MOTION SPECTRAL SHAPE THROUGH A COLLAPSE ADJUSTMENT METHOD IN WESTERN CANADA M. Salek Faramarzi, V. Sadeghian, F. Fazileh, R. Fathi-Fazl | |||||||
10:40 - 10:50 | GENERATED SEQUENTIAL GROUND MOTION A PERFORMANCE- BASED LOADING PROTOCOL FOR EXPERIMENTAL TESTING M. Golestani, S. Alam, G.M. Calvi | |||||||
10:50 - 11:00 | BASELINE CORRECTION METHOD OF NEAR-FAULT GROUND MOTIONS BASED ON THE TRUE PERMANENT DISPLACEMENT H. Yang, Y. Li, L. Hu, W. Pan, S. Ji | |||||||
11:00 - 11:10 | DIRECTIONALITY EFFECT ANALYSIS OF STRONG MOTION RECORDS FROM THE COSTA RICAN DATABASE D. Hidalgo-Leiva, L. Pinzón, E. Torres | |||||||
11:10 - 11:20 | EXPLICIT CHARACTERIZATION OF NEAR-FAULT GROUND MOTIONS BASED ON THE GABOR WAVELET Z. Chang, H. Wu, K. Goda | |||||||
11:20 - 11:30 | DEVELOPING AND SELECTING PULSE-LIKED GROUND MOTION TIME HISTORIES FOR NEAR-FAULT SITES S.H. Chao, K.H. Chen, J.L. Lai, C.C. Chou | |||||||
11:30 - 11:40 | POLARIZATION IMPACT OF PULSE-TYPE GROUND MOTIONS ON THE PERFORMANCE OF BUILDINGS O. Saygili, S. Moghimi, S. Manei, I. Lotfy | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
10:30 - 10:40 | DO GROUND MOTION PROCESSING AND FILTERING AFFECT THE BEHAVIOR OF ROCKING STRUCTURES? M. Elmorsy, M. Vassiliou | |||||||
10:40 - 10:50 | EFFECT OF GROUND MOTION PARAMETERS ON THE SEISMIC VERTICAL-TO-HORIZONTAL ACCELERATION RATIOS S. Mazloom, R. Assi | |||||||
10:50 - 11:00 | A SPATIAL DISTRIBUTION MODEL OF SEISMIC INTENSITY INDEX ON ENGINEERING BEDROCK FOR REAL-TIME EARTHQUAKE DISASTER INFORMATION SYSTEM Y. Tanaka, N. Sunadori, M. Sugai, Y. Mori | |||||||
11:00 - 11:10 | PROCEDURE TO CONSIDER PERIOD UNCERTAINTY ON RESPONSE SPECTRA FITTING STRUCTURAL PEAK RESPONSE VALUES L.R. Fernandez-Sola, A. Merlin-Vieyra, M.A. Santos-Santiago, B. Gomez-Gonzalez | |||||||
11:10 - 11:20 | RESEARCH ON LONG-PERIOD SEISMIC RESPONSE SPECTRUM APPLICABLE TO LARGE-SPAN CABLE-SUPPORTED BRIDGES Z. Li, M. Zhou, P. Feng | |||||||
11:20 - 11:30 | COMPARISON BETWEEN GROUND MOTION DATA AND SEMI-EMPIRICAL SPECTRAL GROUND MOTION PREDICTION EQUATIONS F. Taddei, S. Keil, A. Kumawat, G. Müller, A. Csuka | |||||||
11:30 - 11:40 | INPUT ENERGY POWER FOR NEAR-FAULT AND FAR-FAULT GROUND MOTIONS C.D. Frau, D.S. Panella, E.M. Tornello | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
NSE2 - NONSTRUCTURAL COMPONENT PERFORMANCE AND FUNCTIONAL RECOVERY | Convenors: D. Cook, S. Sattar, K. Ryan | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | PERFORMANCE OF A 10-STORY STEEL STAIR TOWER WITHIN THE NHERI TALLWOOD BUILDING S. Sorosh, T.C. Hutchinson, K.L. Ryan, K. Smith, R. Belvin, A. Kovac, S. Pei, D. Dowden | |||||||
10:45 - 10:57 | DAMAGE AND RECOVERY ANALYSIS OF A SEISMICALLY ISOLATED HOSPITAL J. Chavez, J. Murcia-Delso, F. López Almansa | |||||||
10:57 - 11:09 | IMPACT OF DRIFT ON THE AIR TIGHTNESS OF WINDOWS IN HIGH IMPORTANCE AND POST DISASTER BUILDINGS D. Gam, T. Bergen, M. Fakoor, S. Kwan, K. Ryan, G. Nickel, L. Erkins | |||||||
11:09 - 11:21 | DOUBLE-LEAF INFILL MASONRY WALLS CONNECTION: NUMERICAL INVESTIGATION ON ITS EFFECTIVENESS I. Iovinella, F. Saitta | |||||||
11:21 - 11:33 | EXPLORING FUNCTIONAL RECOVERY METHODS FOR MEP EQUIPMENT APPLICATIONS IN CRITICAL INFRASTRUCTURE J. Gatscher, S. Littler | |||||||
11:33 - 11:45 | THE EFFECT OF GROUND-MOTION CHARACTERISTICS AND INTENSITY MEASURES ON THE SLIDING OF RIGID BODIES C. Lachanas, D. Vamvatsikos, M. Causse, S.R. Kotha | |||||||
MONITOR 17 | ||||||||
RES3 - CONFINED MASONRY CONSTRUCTION FOR ENHANCED SEISMIC RESILIENCE OF HOUSING AND INFRASTRUCTURE | Convenors: S. Brzev, T. Hart | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:42 | GUIDELINES FOR ENGINEERED DESIGN OF CONFINED MASONRY STRUCTURES T. Hart, S. Brzev, J.J. Perez Gavilan, L. Blaisdell Collins, L. Masmia Putri | |||||||
10:42 - 10:49 | ENHANCED TIME-HISTORY ANALYSIS FOR SEISMIC RESPONSE PREDICTION OF STONE MASONRY STRUCTURES:FEM VS ML F. Djordjevic, M. Marinkovic | |||||||
10:49 - 10:56 | NUMERICAL INVESTIGATION OF TIE-COLUMN – MASONRY PANEL INTERACTION IN CONFINED MASONRY N. Krtinic, M. Gams, M. Marinkovic | |||||||
10:56 - 11:03 | EFFECT OF INFILL ON SEISMIC PERFORMANCE OF TIMBER FRAMED STRUCTURE INFILLED WITH DRY BOND MASONRY A. Gani, D. Rai, J.M. Banday | |||||||
11:03 - 11:10 | THE FIRST LARGE-SCALE APPLICATION OF CONFINED MASONRY IN INDIA: LESSONS LEARNED S. Jain, S. Brzev, D. Rai | |||||||
11:10 - 11:17 | REDUCING THE VULNERABILITY OF UNREINFORCED AND UNDER-CONFINED MASONRY HOUSING THROUGH CONFINEMENT A. Pavan, M.L.B. Collins, L. Shrestha, O. Okusanya, S. Andrade Pardo | |||||||
11:17 - 11:24 | ADAPTATION OF CONFINED MASONRY PRACTICE AND ITS ANALYSIS PROCEDURES FOR LOW RISE BUILDINGS IN NEPAL D. Maharjan, M. Chikanbanjar, P. Malla, B. Pandey, L. Shrestha, S. Shrestha, P. Maskey | |||||||
11:24 - 11:31 | SEISMIC ASSESSMENT OF CONFINED MASONRY BUILDINGS IN KYRGYZSTAN ACCORDING LOCAL SEISMIC DESIGN CODES U. Begaliev, A. Stamov, D. Abdykalykov, M. Abdybaliev, S. Brzev | |||||||
11:31 - 11:38 | STRENGTHENING OF PERFORATED CONFINED MASONRY WALLS USING GLASS FABRIC REINFORCED CEMENTITIOUS MATRIX A. Gupta, V. Singhal | |||||||
11:38 - 11:45 | OUT-OF-PLANE EARTHQUAKE RESISTANCE OF PARTITION WALLS J.J. Perez-Gavilan, R. Romero, J.A. Moreno | |||||||
MONITOR 18 | ||||||||
RES6 - DECISION-SUPPORT TOOLS FOR COMMUNITY RESILIENCE ENHANCEMENT | Convenors: E. Opabola, C. Galasso, A. Liel | ||||||||
10:30 - 10:40 | SEISMIC SHAKE-E 2.0 APP: DATA AND TOOLS TO CONTRIBUTE TO REDUCING SEISMIC RISK A. Aguilar-Meléndez, J. de la Puente, M. Monterrubio-Velasco, O. Rojas, A. Campos-Rios, A. García-Elías, J. Huerta-Chúa, N.A. Montiel-Escobar | |||||||
10:40 - 10:50 | SELECTING RELEVANT MULTIRISK SCENARIOS TO IMPROVE DECISION-MAKING IN COLLABORATION WITH STAKEHOLDERS L. Iannacone, C. Galasso, M. Polese | |||||||
10:50 - 11:00 | SIMULATING HOUSING RECOVERY CHALLENGES DUE TO POST-DISASTER REPAIR COST INCREASES A. Lesani, A. Ahmadi, R. Costa | |||||||
11:00 - 11:10 | THE PUBLIC PERSPECTIVE OF EARTHQUAKE EARLY WARNING SYSTEMS ACROSS CENTRAL AMERICA B. Orihuela, I. Dallo, J. Clinton, W. Strauch, M. Protti, G. Marroquin, R. Yani, F. Massin, M. Marti, S. Wiemer | |||||||
11:10 - 11:20 | TOWARDS BESPOKE STAKEHOLDER-ORIENTED DISASTER IMPACT METRICS C. Wang, F. Nocera, G. Cremen, C. Galasso | |||||||
11:20 - 11:30 | TRAINING AND DISSEMINATION OF PRE-RECOVERY COMMUNITY DEVELOPMENT FOCUSING ON COMMUNITY RESILIENCE E. Ishikawa, N. Minai, I. Nakabayashi | |||||||
11:30 - 11:40 | UNDERSTANDING POST-EARTHQUAKE HOSPITAL ARRIVAL TIMES THROUGH AGENT-BASED MODELING C. Mesta, L. Ceferino, G. Cremen, C. Galasso | |||||||
11:40 - 11:50 | A LIFE CYCLE FRAMEWORK FOR RESILIENT AND SUSTAINABLE SCHOOL INFRASTRUCTURE INVESTMENT PLANNING S. Giovinazzi, J. Wu, D. Vildanova, L. Voronina, C. Fonseca Ferreira | |||||||
MONITOR 19 | ||||||||
SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
10:30 - 10:45 | A NOVEL TORSIONAL FIBER ELEMENT TO SIMULATE INTERACTIVE COLUMN BUCKLING IN STEEL MOMENT FRAMES A. Maity, A. Kanvinde, D.I.H. Rosa, A. de Castro e Sousa, D.G. Lignos | |||||||
10:45 - 11:00 | ABSOLUTE AND RELATIVE DISPLACEMENT APPROACHES FOR ANALYZING STRUCTURES UNDER GROUND MOTIONS P. Chomchuen, V. Boonyapinyo, N. Promjabok | |||||||
11:00 - 11:15 | BEHAVIOR ANALYSIS OF YEMATAN BRIDGE ABUTMENT IN THE 2021 MADUO EARTHQUAKE AT QINGHAI, CHINA C. Zhou, X. Wang, A. Ye | |||||||
11:15 - 11:30 | EFFECT OF BREACH OPENINGS ON SEISMIC COLLAPSE OF REINFORCED CONCRETE INDUSTRIAL CHIMNEYS A. Khalil | |||||||
11:30 - 11:45 | EXPLICIT MODELLING OF STRUCTURAL COLLAPSE THROUGH THE APPLIED ELEMENT METHOD (AEM) M. Calò, G. Gabbianelli, D. Malomo, R. Pinho | |||||||
MONITOR 20 | ||||||||
SDM6 - REPRESENTING THE PHYSICS OF EXTREME LIMIT STATES IN FRAME SIMULATIONS: CHALLENGES AND DEVELOPMENTS. | Convenors: A. Kanvinde, D. Lignos | ||||||||
10:30 - 10:45 | FIBER-BASED UNIAXIAL MODEL FOR SIMULATING THE CYCLIC BEHAVIOR OF STEEL TUBES IN CFST BEAM-COLUMNS S. Wang, W. Wang, D. Lignos | |||||||
10:45 - 11:00 | SIMULATION OF COLLAPSING WOODEN HOUSE AND HUMAN CASUALTY DURING EARTHQUAKE USING PHYSICS ENGINE T. Hida, R. Kato | |||||||
11:00 - 11:15 | STRUCTURAL POUNDING SIMULATION USING THE SPECTRAL FINITE ELEMENT METHOD K. Modak, J. Saravanan T., S. Rajasekharan Menon | |||||||
11:15 - 11:30 | VIDEO-BASED ASSESSMENT OF HUMAN INJURY DURING EARTHQUAKE USING PHYSICS ENGINE AND DEEP LEARNING M. Masuda, T. Hida | |||||||
MONITOR 21 | ||||||||
SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
10:30 - 10:42 | CORRELATION BETWEEN SEISMIC PARAMETERS AND STRUCTURAL DAMAGE IN THE MW 5.8 CHANGNING EARTHQUAKE J. Hu, H. Zhang | |||||||
10:42 - 10:54 | DEVELOPMENT OF A SEISMIC ASSESSMENT TOOL MODERN REINFORCED MASONRY IN COSTA RICA B. González Rodrigo, L. Navas-Sánchez, F. Ferretti, C. Monteferrante, G. Alemán, S. Torres-Olivares, M. Savoia | |||||||
10:54 - 11:06 | TYPOLOGICAL LOSSES ASSESSMENT FROM OBSERVED SEISMIC DAMAGE OF EXISTING ITALIAN RC BUILDINGS L. Audisio, M. Tatangelo, M. D Amato, R. Gigliotti | |||||||
11:06 - 11:18 | DEVELOPMENT OF FRAGILITY CURVES AND VULNERABILITY MAPS IN MEXICO CITY A. Gomez Bernal, A. Romeo Peña, E. Arellano Mendez, H. Juarez Garcia | |||||||
11:18 - 11:30 | EFFECTIVENESS OF CUMULATIVE DAMAGE INDICES FOR SEISMIC LOSS ASSESSMENT M. Nagarajan, M. Raghunandan | |||||||
11:30 - 11:42 | EMPIRICAL FRAGILITY CURVES FOR DIFFERENT TYPES OF HOUSES, USING DIFFERENT INTENSITY MEASURE T. Cabrera, M. Hube, H. Santa María | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR10 - TOWARD THE DEFINITION OF TRANS-REGIONAL SEISMIC VULNERABILITY MODELS | Convenors: C. Del Gaudio, S.-Q. Li, D. Gautam | ||||||||
10:30 - 10:42 | EMPIRICAL VULNERABILITY MODEL AND SCENARIO-BASED RISK MAPS FOR THE REYKJAVIK CAPITAL AREA B. Bessason, R. Rupakhety, J.Ö. Bjarnason | |||||||
10:42 - 10:54 | FRAGILITY CIRVES: A CASE STUDY FOR THE ITALIAN SCHOOL MASONRY BUILDING STOCK N. Gattesco, I. Boem, E. Rizzi | |||||||
10:54 - 11:06 | DEFINITION OF REGION SENSITIVE FRAGILITY CURVES FOR EXISTING PRE CODE UNREINFORCED MASONRY BUILDINGS K. Milkova, E. Dumova-Jovanoska | |||||||
11:06 - 11:18 | SEISMIC FRAGILITY CURVES BASED ON SIMPLIFIED METHODS: THE CASE OF SPANISH MASONRY BUILDINGS L. Navas-Sánchez, F. Ferretti, R. Romero-Jarén, M. Savoia, J. Cervera Bravo | |||||||
11:18 - 11:30 | SEISMIC RISK ASSESSMENT OF PILE-SUPPORTED WHARF CONSIDERING LOWER AND UPPER-BOUND SOIL PARAMETERS A. Aryanto, E. Wiguna, I.D. Sidi | |||||||
11:30 - 11:42 | STATISTICAL ANALYSIS OF SEISMIC DAMAGE OBSERVED IN HISTORIC MASONRY BELL TOWERS F. Testa, A. Barontini, N. Chieffo, P.B. Lourenco | |||||||
11:42 - 11:45 | DISCUSSION |