Effects of pulse-like earthquake motions on a typical subway station structure obtained in shaking-table tests

[1]  I. M. Idriss,et al.  Seismic Response of Horizontal Soil Layers , 1968 .

[2]  R. Clough,et al.  Dynamics Of Structures , 1975 .

[3]  N. Yoshida,et al.  Damage to Daikai Subway Station , 1996 .

[4]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[5]  Motohiko Hakuno,et al.  EARTHQUAKE DAMAGE OF CIVIL ENGINEERING STRUCTURES IN 1995 KOBE EARTHQUAKE AND IT'S COUNTERMEASURE , 1997 .

[6]  S. Samata,et al.  A study of the damage of subway structures during the 1995 Hanshin-Awaji earthquake , 1997 .

[7]  Koichi Maekawa,et al.  THE COLLAPSE MECHANISM OF A SUBWAY STATION DURING THE GREAT HANSHIN EARTHQUAKE , 1997 .

[8]  N. Abrahamson,et al.  Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity , 1997 .

[9]  Praveen K. Malhotra,et al.  Response of buildings to near‐field pulse‐like ground motions , 1999 .

[10]  Y. Fukushima,et al.  Characteristics of Observed Peak Amplitude for Strong Ground Motion from the 1995 Hyogoken Nanbu (Kobe) Earthquake , 2000 .

[11]  Susumu Nakamura EVALUATION OF DAMAGE MECHANISM OF SUBWAY STATION BASED ON THE DIFFERENCE DAMAGE BETWEEN TWO DAMAGED SUBWAY STATIONS DUE TO THE EARTHQUAKE , 2000 .

[12]  Birger Schmidt,et al.  SEISMIC DESIGN AND ANALYSIS OF UNDERGROUND STRUCTURES , 2001 .

[13]  P. Somerville Magnitude scaling of the near fault rupture directivity pulse , 2003 .

[14]  Babak Alavi,et al.  Behavior of moment‐resisting frame structures subjected to near‐fault ground motions , 2004 .

[15]  A. Papageorgiou,et al.  Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems , 2004 .

[16]  Chu-Chuan Peter Tsai,et al.  An Observation of Rupture Pulses of the 20 September 1999 Chi-Chi, Taiwan, Earthquake from Near-Field Seismograms , 2004 .

[17]  Antonio Bobet,et al.  Load Transfer Mechanisms between Underground Structure and Surrounding Ground: Evaluation of the Failure of the Daikai Station , 2005 .

[18]  Polat Gülkan,et al.  Drift estimates in frame buildings subjected to near-fault ground motions , 2005 .

[19]  A. Bobet,et al.  Evaluation of Soil-Structure Interaction and Structural Collapse in Daikai Subway Station During Kobe Earthquake , 2006 .

[20]  Sashi K. Kunnath,et al.  Effects of Fling Step and Forward Directivity on Seismic Response of Buildings , 2006 .

[21]  George Mylonakis,et al.  Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed‐form solutions , 2006 .

[22]  Nicolas Luco,et al.  Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .

[23]  Jack W. Baker,et al.  Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis , 2007 .

[24]  Xiaojun Li,et al.  Strong motion observations and recordings from the great Wenchuan Earthquake , 2008 .

[25]  B. Chiou,et al.  Directivity in NGA Earthquake Ground Motions: Analysis Using Isochrone Theory , 2008 .

[26]  Nick Gregor,et al.  NGA Project Strong-Motion Database , 2008 .

[27]  Dixiong Yang,et al.  Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis , 2010 .

[28]  Li Gang Effects of forward directivity and fling step of near-fault ground motions on seismic responses of high-rise steel structure , 2010 .

[29]  Mohamed A. ElGawady,et al.  Effects of near-fault ground motions and equivalent pulses on multi-story structures , 2011 .

[30]  Jian Zhang,et al.  Seismic damage of earth structures of road engineering in the 2008 Wenchuan earthquake , 2012, Environmental Earth Sciences.

[31]  H. Goto,et al.  Ground motion characteristics during the 2011 off the Pacific Coast of Tohoku Earthquake , 2012 .

[32]  Abbie B. Liel,et al.  The effect of near‐fault directivity on building seismic collapse risk , 2012 .

[33]  S. Yaghmaei-Sabegh,et al.  Application of Wavelet Transforms on Characterization of Inelastic Displacement Ratio Spectra for Pulse-Like Ground Motions , 2012 .

[34]  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.

[35]  Xiuli Du,et al.  Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground , 2013 .

[36]  C. Zhai,et al.  Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions , 2014 .

[37]  Jack W. Baker,et al.  An Efficient Algorithm to Identify Strong-Velocity Pulses in Multicomponent Ground Motions , 2014 .

[38]  Shuang Li,et al.  Effects of near-fault ground motions and equivalent pulses on Large Crossing Transmission Tower-line System , 2014 .

[39]  Brendon A. Bradley Period Dependence of Response Spectrum Damping Modification Factors due to Source- and Site-Specific Effects , 2015 .

[40]  Wei Chen,et al.  Shaking table test of a multi-story subway station under pulse-like ground motions , 2016 .

[41]  Jack W. Baker,et al.  A predictive model for fling-step in near-fault ground motions based on recordings and simulations , 2016 .

[42]  Vinay K. Gupta,et al.  Near-fault fling-step ground motions: Characteristics and simulation , 2017 .

[43]  S. Kunnath,et al.  An efficient algorithm for identifying pulse‐like ground motions based on significant velocity half‐cycles , 2018 .

[44]  Chao Ma,et al.  Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes , 2019, Soil Dynamics and Earthquake Engineering.