Higher-mode effects for soil-structure systems under different components of near-fault ground motions
暂无分享,去创建一个
[1] J. W. Meek,et al. Why cone models can represent the elastic half‐space , 1993 .
[2] Sashi K. Kunnath,et al. Effects of Fling Step and Forward Directivity on Seismic Response of Buildings , 2006 .
[3] A. Papageorgiou,et al. Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems , 2004 .
[4] J. Boatwright,et al. Rupture Directivity of Moderate Earthquakes in Northern California , 2010 .
[5] Izuru Takewaki. Equivalent linear ductility design of soil-structure interaction systems , 1998 .
[6] George P. Mavroeidis,et al. Damping coefficients for near-fault ground motion response spectra , 2011 .
[7] Mohamed A. ElGawady,et al. Effects of near-fault ground motions and equivalent pulses on multi-story structures , 2011 .
[8] Gan Gang,et al. Dynamic soil-structure interaction for high-rise buildings , 1998 .
[9] N. Abrahamson,et al. Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity , 1997 .
[10] B. Chiou,et al. Directivity in NGA Earthquake Ground Motions: Analysis Using Isochrone Theory , 2008 .
[11] Mohammad Ali Ghannad,et al. The effect of soil–structure interaction on damage index of buildings , 2008 .
[12] Zhou Xu,et al. Decomposition and Effects of Pulse Components in Near-Field Ground Motions , 2010 .
[13] Luis Eduardo Pérez-Rocha,et al. Soil–structure interaction in yielding systems , 2003 .
[14] S. Farid Ghahari,et al. STUDY ON ELASTIC RESPONSE OF STRUCTURES TO NEAR-FAULT GROUND MOTIONS THROUGH RECORD DECOMPOSITION , 2010 .
[15] Iunio Iervolino,et al. Inelastic displacement ratio of near‐source pulse‐like ground motions , 2012 .
[16] Babak Alavi,et al. Behavior of moment‐resisting frame structures subjected to near‐fault ground motions , 2004 .
[17] Milos Novak,et al. Effect of soil on structural response to wind and earthquake , 1974 .
[18] Jack W. Baker,et al. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis , 2007 .
[19] Luis Eduardo Pérez-Rocha,et al. Use of global ductility for design of structure–foundation systems , 2011 .
[20] Yuchuan Tang,et al. Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions , 2011 .
[21] John P. Wolf,et al. Material damping for lumped-parameter models of foundations , 1994 .
[22] George P. Mavroeidis,et al. A Mathematical Representation of Near-Fault Ground Motions , 2003 .
[23] Yunfeng Zhang,et al. Active Interaction Control of Tall Buildings Subjected to Near-Field Ground Motions , 2002 .
[24] Mario E. Rodriguez,et al. Seismic response and damage analysis of buildings supported on flexible soils , 2000 .
[25] George Mylonakis,et al. Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed‐form solutions , 2006 .
[26] Luis Eduardo Pérez-Rocha,et al. Influence of Foundation Flexibility on Rμ and Cμ Factors , 2005 .