GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS
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GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS |
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| TUESDAY | ||||||||
| BROWN 1 | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 14:30 - 14:31 | INTRODUCTION | |||||||
| 14:31 - 14:41 | RELATIVE SUFFICIENCY OF INTENSITY MEASURES FOR REAL AND SPECTRAL-MATCHED GROUND MOTION RECORDS C. Cantagallo, R. De Risi, M. Terrenzi, G. Camata, E. Spacone | |||||||
| 14:41 - 14:51 | AN INNOVATIVE METHOD FOR SELECTING HAZARD-CONSISTENT GROUND MOTIONS B. Li, Z. Cai, Z. Duan | |||||||
| 14:51 - 15:01 | SEISMIC STATION INSTALLATIONS AND THEIR IMPACT ON THE RECORDED SIGNALS AND DERIVED QUANTITIES S. Castellaro, G. Musinu, G. Alessandrini | |||||||
| 15:01 - 15:11 | SCALING PROPERTIES OF A SOURCE FAULT MODEL WITH DC HIERARCHICAL PATCH STRUCTURE H. Goto | |||||||
| 15:11 - 15:26 | LINKING A UNIFORM HAZARD SPECTRUM TO AN EARTHQUAKE GROUND MOTION SCENARIO R. Paolucci, A. Chiecchio, M. Vanini | |||||||
| 15:26 - 15:41 | UNVEILING THE LINK BETWEEN MECHANICAL COUPLING AND GROUND MOTION FROM FUTURE MEGA EARTHQUAKES J. Crempien, V. Becerra Carreño, C. Fernández, M. Moreno | |||||||
| 15:41 - 15:45 | DISCUSSION | |||||||
| WEDNESDAY | ||||||||
| MONITOR 11 | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 09:00 - 09:09 | SELECTION OF EARTHQUAKE GROUND MOTION RECORDS BASED ON ACCELERATION SPECTRUM IDENTIFICATION K. Todorov, L. Lazarov | |||||||
| 09:09 - 09:18 | MATCHING METHOD OF GROUND-MOTION RESPONSE SPECTRUM AND PGV BASED ON THE WAVELET FUNCTION W. Shan, Z. Yushan, Z. Fengxin, Y. Hongbing, Z. Yujie, Y. Jia, L. Peixuan | |||||||
| 09:18 - 09:27 | CORRELATION BETWEEN PSEUDO-SPECTRAL ACCELERATION AND GROUND MOTION DURATION M. Largent, J. Watson-Lamprey | |||||||
| 09:27 - 09:36 | GROUND MOTION SELECTION AND SCALING CONSIDERATIONS FOR THE CFS-NHERI CAPSTONE 10-STORY BUILDING SPECIMEN J. Zhang, A. Singh, M. Eladly, S. Marcinek, S. Guha, K. Peterman, B. Schafer, T. Hutchinson | |||||||
| 09:36 - 09:45 | NEED TO COMPLY WITH RECENT STRONG MOTION RECORDS: FUTURE DIRECTIONS OF BIS DESIGN L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
| 09:45 - 09:54 | CHARACTERIZATION METHODS OF THE SPATIAL SEISMIC INTENSITY DISTRIBUTIONS T. Kimura, W. Suzuki, H. Kubo, S. Akagi, R. Suzuki | |||||||
| 09:54 - 10:03 | SPECTRAL-VELOCITY-BASED INTENSITY MEASURES: A NEW PROPOSAL TO IMPROVE SEISMIC RISK ASSESSMENT A.M. Zapata-Franco, Y.F. Vargas-Alzate, R. Gonzalez-Drigo, L.G. Pujades | |||||||
| 10:03 - 10:12 | IMPROVED CHARACTERIZATION OF RESPONSE SPECTRAL ORDINATES ON SOFT SOILS FOR SEISMIC RISK ANALYSIS J. Bantis, E. Miranda, P. Heresi | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 12 | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 09:00 - 09:09 | A NOVEL PROCEDURE TO ESTIMATE BASE OUTCROP MOTIONS IN TIME DOMAIN BASED ON VERTICAL ARRAY RECORDS A. Nozu | |||||||
| 09:09 - 09:18 | SPATIAL ANALYSIS OF DIRECTIONALITY AND PULSE-CHARACTERISTICS OF TURKIYE FEB 2023 GROUND MOTIONS B. Abdo, M. Hachem, B. Tayba, Y. Hachem | |||||||
| 09:18 - 09:27 | CASE HISTORY OF NONLINEAR SITE RESPONSE ANALYSIS AND ITS SIGNIFICANCE IN NORTHERN CALIFORNIA, USA J. Lee, A. Bayudanto, M. Yazdi, W. Rong, M. Walker | |||||||
| 09:27 - 09:36 | GROUND MOTION SELECTION USING CMS EMPLOYING A NOVEL COST FUNCTION TO CAPTURE STRUCTURAL FAILURE MODE D. Samadian, I.B. Muhit, N. Dawood | |||||||
| 09:36 - 09:45 | CAUSAL PARAMETERS IN GROUND MOTION SELECTION FOR DYNAMIC ANALYSIS OF MARINE LAND RECLAMATION EDGE STRUCTURES J. Dismuke, K. Moyaert, O. Numanoglu, A. Van de Sijpe | |||||||
| 09:45 - 09:54 | DEVELOPMENT OF THE DESIGN GROUND MOTION FOR THE CHEKUALIN FAULT USING A DETERMINISTIC APPROACH Y.W. Chang, J.Y. Huang, Y.Y. Wang, H.J. Liu, C.L. Wu, C.C. Chou | |||||||
| 09:54 - 10:03 | REDUCTION OF DESIGN SPECTRA TO ACCOUNT FOR KINEMATIC INTERACTION EFFECTS DUE TO FOUNDATION EMBEDMENT R. Paolucci, M. Corigliano, R. Figini, V.M. Hernández-Aguirre | |||||||
| 10:03 - 10:12 | CHARACTERIZING GROUND MOTIONS USING CONTINUOUS WAVELET TRANSFORMS WITH OPTIMIZED WAVELET PARAMETERS Y.X. Liu, X.Z. Cui, H.P. Hong | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 13 | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 09:00 - 09:09 | CONSTRUCTION OF CONDITION SPECTRUM (CS) FOR CHINA MAINLAND K. Ji, Z.j. Yue, W.Y. Wang, Y.f. Ren, R.Z. Wen | |||||||
| 09:09 - 09:18 | ON A NEW NON-GAUSSIAN PHENOMENON IN THE EARTHQUAKE MOTION PHASE OBTAINED FROM OBSERVED ACCELERATION T. Sato | |||||||
| 09:18 - 09:27 | UNIFIED ENERGY-TIME-FREQUENCY DISTRIBUTION MODEL FOR GROUND MOTIONS Y. Dong, Q. Su, X. Xu, D. Fang, F. Guo | |||||||
| 09:27 - 09:36 | A COMPARATIVE STUDY ON THE OPTIMAL SAMPLING STRATEGIES OF MULTIVARIATE SPATIALLY AND TEMPORALLY CORRELATED GROUND MOTIONS L. Ma, Y. Li, C. Li, D. Ji, C. Zhai | |||||||
| 09:36 - 09:45 | GENERATING A COHERENCY FUNCTION THROUGH SEISMIC EVENT AT NUCLEAR POWER PLANT SITE J. Kim | |||||||
| 09:45 - 09:54 | DYNAMIC SSI EFFECT FOR BUILDINGS OF VARIOUS SOIL CONDITIONS BASED ON LONG-TERM STRONG-MOTION RECORDS J. Yamaguchi, H. Nakagawa, H. Liu, M. Nagano | |||||||
| 09:54 - 10:03 | FOURIER INTERPOLATION TO THE EXTERNAL FORCES FOR SEISMIC RESPONSE ANALYSES AND THE AVAILABILITIES M. Inukai | |||||||
| 10:03 - 10:12 | EFFECTS OF DIFFERENT SEISMIC HAZARD REFERENCE PERIODS ON SEISMIC PERFORMANCE OF BUILDINGS M. Ohbuchi, A. Fujii, M. Yoshizawa, F. Ozaki, Y. Mori | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| FRIDAY | ||||||||
| AMBER 1 | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:11 | STUDY OF DIRECTIONALITY IN GROUND MOTIONS RECORDED ON SOFT SOILS H. Davalos, F. Trejo, E. Miranda | |||||||
| 09:11 - 09:21 | ON THE APPLICATION OF NEURAL NETWORKS TO GROUND MOTION INTENSITY AND CORRELATION MODELLING G. O Reilly, S. Aristeidou, D. Shahnazaryan | |||||||
| 09:21 - 09:35 | UTILIZATION OF THE CONDITIONAL MEAN SPECTRUM IN RISK AND BUILDING CODE ASSESSMENTS J. Baker | |||||||
| 09:35 - 09:45 | CORRELATION MODELS FOR SPECTRAL ACCELERATION AND DURATION WITH FILTERED INCREMENTAL VELOCITY S. Aristeidou, D. Shahnazaryan, G. O Reilly | |||||||
| 09:45 - 09:55 | EFFECT OF GROUND MOTION PULSES ON THE SEISMIC COLLAPSE OF STEEL MOMENT FRAMES M. Liapopoulou, P. Stafford, A. Elghazouli | |||||||
| 09:55 - 10:05 | INFLUENCE OF GROUND MOTION DURATION ON COLLAPSE RISK: SPECTRAL SHAPE-AMPLITUDE SCALING JOINT EFFECTS D. Montemayor, H. Dávalos, E. Miranda | |||||||
| 10:05 - 10:15 | ESTIMATION OF BEDROCK EARTHQUAKE MOTION BASED ON NONLINEAR TIME HISTORY ANALYSIS K. Sakai | |||||||
| MONITOR 14 | 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 | 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 | |||||||
