A stochastic model and synthesis for near‐fault impulsive ground motions
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[1] Jack W. Baker,et al. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis , 2007 .
[2] Zhou Xiyuan. Artificial ground motion based on target response spectra and envelope , 2010 .
[3] Abbie B. Liel,et al. The effect of near‐fault directivity on building seismic collapse risk , 2012 .
[4] Jianbing Chen,et al. The Number Theoretical Method in Response Analysis of Nonlinear Stochastic Structures , 2007 .
[5] A. Papageorgiou,et al. Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems , 2004 .
[6] Heiner Igel,et al. Characteristics of amplitude and duration for near fault strong ground motion from the 1999 Chi-Chi, Taiwan Earthquake , 2002 .
[7] Suparno Mukhopadhyay,et al. Directivity pulses in near-fault ground motions—I: Identification, extraction and modeling , 2013 .
[8] Benedikt Halldorsson,et al. Near-Fault and Far-Field Strong Ground-Motion Simulation for Earthquake Engineering Applications Using the Specific Barrier Model , 2011 .
[9] Dixiong Yang,et al. Nonlocal period parameters of frequency content characterization for near‐fault ground motions , 2012 .
[10] A. Agrawal,et al. Analytical Model of Ground Motion Pulses for the Design and Assessment of Seismic Protective Systems , 2008 .
[11] R. Riddell,et al. Elastic and Inelastic Response Spectra Considering Near-Fault Effects , 2011 .
[12] Izuru Takewaki,et al. Critical excitation methods in earthquake engineering , 2006 .
[13] Hossein Tahghighi,et al. Earthquake fault‐induced surface rupture—A hybrid strong ground motion simulation technique and discussion for structural design , 2011 .
[14] Jack W. Baker,et al. An Empirically Calibrated Framework for Including the Effects of Near-Fault Directivity in Probabilistic Seismic Hazard Analysis , 2011 .
[15] Douglas S. Dreger,et al. Finite-Source Modeling of the 1999 Taiwan (Chi-Chi) Earthquake Derived from a Dense Strong-Motion Network , 2004 .
[16] Dixiong Yang,et al. Non‐structure‐specific intensity measure parameters and characteristic period of near‐fault ground motions , 2009 .
[17] Qiang Fu,et al. AN ANALYTICAL MODEL FOR NEAR-FAULT GROUND MOTIONS AND THE RESPONSE OF SDOF SYSTEMS , 2000 .
[18] Iunio Iervolino,et al. Near‐source seismic hazard and design scenarios , 2013 .
[19] Izuru Takewaki,et al. Deterministic and probabilistic representation of near-field pulse-like ground motion , 2010 .
[20] Agathoklis Giaralis,et al. Wavelet-based response spectrum compatible synthesis of accelerograms—Eurocode application (EC8) , 2009 .
[21] Babak Alavi-Shushtari,et al. Effects of Near-Fault Ground Motions on Frame Structures , 2000 .
[22] Dariush Motazedian,et al. Hybrid stochastic finite fault modeling of 2003, M6.5, Bam earthquake (Iran) , 2006 .
[23] N. Abrahamson,et al. Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity , 1997 .
[24] Nicos Makris,et al. RIGIDITY–PLASTICITY–VISCOSITY: CAN ELECTRORHEOLOGICAL DAMPERS PROTECT BASE‐ISOLATED STRUCTURES FROM NEAR‐SOURCE GROUND MOTIONS? , 1997 .
[25] Gail M. Atkinson,et al. Stochastic Finite-Fault Modeling Based on a Dynamic Corner Frequency , 2005 .
[26] G. Atkinson,et al. Modeling finite-fault radiation from the ωn spectrum , 1997, Bulletin of the Seismological Society of America.
[27] George P. Mavroeidis,et al. A Mathematical Representation of Near-Fault Ground Motions , 2003 .
[28] A. Lungu,et al. A non-separable stochastic model for pulse-like ground motions , 2013 .
[29] G. Ghodrati Amiri,et al. Generation of Near‐Field Artificial Ground Motions Compatible with Median‐Predicted Spectra Using PSO‐Based Neural Network and Wavelet Analysis , 2012, Comput. Aided Civ. Infrastructure Eng..
[30] Michalis Fragiadakis,et al. Seismic Reliability Assessment of Classical Columns Subjected to Near Source Ground Motions , 2013 .
[31] Lili Xie,et al. A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions , 2007 .
[32] Henri P. Gavin,et al. Generation of Uniform-Hazard Earthquake Ground Motions , 2011 .
[33] S. Farid Ghahari,et al. STUDY ON ELASTIC RESPONSE OF STRUCTURES TO NEAR-FAULT GROUND MOTIONS THROUGH RECORD DECOMPOSITION , 2010 .
[34] Shuang Li,et al. Quantitative Identification of Near‐Fault Pulse‐Like Ground Motions Based on Energy , 2013 .
[35] Dixiong Yang,et al. Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis , 2010 .
[36] J. Bray,et al. Characterization of forward-directivity ground motions in the near-fault region , 2004 .
[37] Babak Alavi,et al. Behavior of moment‐resisting frame structures subjected to near‐fault ground motions , 2004 .
[38] M Sasani,et al. IMPORTANCE OF SEVERE PULSE-TYPE GROUND MOTIONS IN PERFORMANCE-BASED ENGINEERING: HISTORICAL AND CRITICAL REVIEW , 2000 .
[39] Yuchuan Tang,et al. Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions , 2011 .
[40] P. Somerville. Magnitude scaling of the near fault rupture directivity pulse , 2003 .
[41] S. Mahin,et al. Aseismic design implications of near‐fault san fernando earthquake records , 1978 .
[42] V. Gupta,et al. Directivity pulses in near-fault ground motions—II: Estimation of pulse parameters , 2013 .
[43] B. W. Dickinson,et al. Parametric Statistical Generalization of Uniform-Hazard Earthquake Ground Motions , 2011 .