The Inelastic Input Energy Spectra for Main Shock–Aftershock Sequences
暂无分享,去创建一个
Changhai Zhai | Lili Xie | Maosheng Gong | Duofa Ji | Weiping Wen | Weidong Lei | C. Zhai | W. Lei | Duofa Ji | Lili Xie | W. Wen | M. Gong
[1] M. J. N. Priestley. The Whittier Narrows, California Earthquake of October 1, 1987—Damage to the I-5/I-605 Separator , 1988 .
[2] Keiko Saito,et al. Ground motion characteristics and shaking damage of the 11th March 2011 Mw9.0 Great East Japan earthquake , 2013, Bulletin of Earthquake Engineering.
[3] Norio Hori,et al. Damaging properties of ground motions and prediction of maximum response of structures based on momentary energy response , 2002 .
[4] Farzad Naeim,et al. Dynamics of Structures—Theory and Applications to Earthquake Engineering, Third Edition , 2007 .
[5] G. W. Housner,et al. Behavior of Structures During Earthquakes , 1959 .
[6] Douglas M. Bates,et al. Nonlinear Regression Analysis and Its Applications , 1988 .
[7] C. Uang,et al. Evaluation of seismic energy in structures , 1990 .
[8] Sashi K. Kunnath,et al. Analytical Modeling of Inelastic Seismic Response of R/C Structures , 1990 .
[9] Sashi K. Kunnath,et al. Probabilistic Constant-Strength Ductility Demand Spectra , 2007 .
[10] Mario Ordaz,et al. Exact computation of input‐energy spectra from Fourier amplitude spectra , 2003 .
[11] George D. Hatzigeorgiou,et al. Behavior factors for nonlinear structures subjected to multiple near-fault earthquakes , 2010 .
[12] Izuru Takewaki,et al. Modeling Critical Ground-Motion Sequences for Inelastic Structures , 2010 .
[13] G. Ghodrati Amiri,et al. Design elastic input energy spectra based on Iranian earthquakes , 2008 .
[14] Katsuichiro Goda,et al. Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes , 2012 .
[15] George D. Hatzigeorgiou,et al. Ductility demand spectra for multiple near- and far-fault earthquakes , 2010 .
[16] Peter Fajfar,et al. Consistent inelastic design spectra: hysteretic and input energy , 1994 .
[17] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[18] George D. Hatzigeorgiou,et al. Nonlinear behaviour of RC frames under repeated strong ground motions , 2010 .
[19] Fabrizio Mollaioli,et al. Formulation of elastic earthquake input energy spectra , 1998 .
[20] Efthimios Sokos,et al. Probabilistic seismic hazard assessment in Greece - Part 2: Acceleration response spectra and elastic input energy spectra , 2010 .
[21] A. Benavent‐Climent,et al. Design energy input spectra for moderate‐seismicity regions , 2002 .
[22] C. Zhai,et al. Effects of hanging wall and footwall on demand of structural input energy during the 2008 Wenchuan earthquake , 2013, Earthquake Engineering and Engineering Vibration.
[23] Katsuichiro Goda,et al. Nonlinear Response Potential of Mainshock-Aftershock Sequences from Japanese Earthquakes , 2012 .
[24] G. Milliken. Nonlinear Regression Analysis and Its Applications , 1990 .
[25] Y. H. Chai,et al. Incorporating low‐cycle fatigue model into duration‐dependent inelastic design spectra , 2005 .
[26] Eduardo Miranda,et al. Influence of stiffness degradation on strength demands of structures built on soft soil sites , 2002 .
[27] G. Manfredi. Evaluation of seismic energy demand , 2001 .
[28] Changhai Zhai,et al. Damage spectra for the mainshock–aftershock sequence-type ground motions , 2013 .
[29] Oral Büyüköztürk,et al. Development of Earthquake Energy Demand Spectra , 2015 .
[30] A. Benavent‐Climent,et al. Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes , 2010 .
[31] Changhai Zhai,et al. Inelastic displacement ratios for design of structures with constant damage performance , 2013 .
[32] Evaluation of the inelastic demand of structures subjected to multiple ground motions , 2007 .
[33] George D. Hatzigeorgiou,et al. Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes , 2009 .
[34] Fabrizio Mollaioli,et al. An energy-based methodology for the assessment of seismic demand , 2001 .
[35] A. Benavent-Climent,et al. Design energy input spectra for high seismicity regions based on Turkish registers , 2013, Bulletin of Earthquake Engineering.
[36] Sashi K. Kunnath,et al. Effective Cyclic Energy as a Measure of Seismic Demand , 2007 .
[37] Quanwang Li,et al. Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequences , 2007 .
[38] C. Zhai,et al. The damage investigation of inelastic SDOF structure under the mainshock–aftershock sequence-type ground motions , 2014 .
[39] Jorge Ruiz-García,et al. Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences , 2011 .
[40] Sandip Das,et al. Damage-based design with no repairs for multiple events and its sensitivity to seismicity model , 2007 .