A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions

[1]  J. Baker,et al.  A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .

[2]  Julian J. Bommer,et al.  The Influence of Strong-Motion Duration on the Seismic Response of Masonry Structures , 2004 .

[3]  J. Baker,et al.  Spectral shape, epsilon and record selection , 2006 .

[4]  S. Akkar,et al.  Effect of peak ground velocity on deformation demands for SDOF systems , 2005 .

[5]  E. Faccioli,et al.  DISPLACEMENT DESIGN SPECTRA , 1999 .

[6]  N. Abrahamson,et al.  Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .

[7]  Julian J. Bommer,et al.  The Variability of Ground-Motion Prediction Models and Its Components , 2010 .

[8]  Hideo Aochi,et al.  Testing the Validity of Simulated Strong Ground Motion from the Dynamic Rupture of a Finite Fault, by Using Empirical Equations , 2006 .

[9]  W. D. Mark,et al.  Random Vibration in Mechanical Systems , 1963 .

[10]  W. D. Baten The Standard Error of the Standard Error of Estimate , 1942 .

[11]  J. Bommer,et al.  Influence of long‐period filter cut‐off on elastic spectral displacements , 2006 .

[12]  Luis Esteva,et al.  Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses , 2004 .

[13]  A. S. Veletsos,et al.  DESIGN PROCEDURES FOR SHOCK ISOLATION SYSTEMS OF UNDERGROUND PROTECTIVE STRUCTURES. VOLUME 3. RESPONSE SPECTRA OF SINGLE-DEGREE-OF-FREEDOM ELASTIC AND INELASTIC SYSTEMS , 1964 .

[14]  Nelson Lam,et al.  Bi-linear displacement response spectrum model for engineering applications in low and moderate seismicity regions , 2012 .

[15]  Hong Hao,et al.  Generation of probabilistic displacement response spectra for displacement-based design , 2004 .

[16]  Julian J. Bommer,et al.  Empirical Prediction Equations for Peak Ground Velocity Derived from Strong-Motion Records from Europe and the Middle East , 2007 .

[17]  Anil K. Chopra,et al.  Elastic response spectrum: a historical note , 2007 .

[18]  Jack W. Baker,et al.  Which Spectral Acceleration are you Using? , 2006 .

[19]  B. C. Papazachos,et al.  Dependence of strong ground motion on magnitude-distance, site geology and macroseismic intensity for shallow earthquakes in Greece: I, Peak horizontal acceleration, velocity and displacement , 1992 .

[20]  Julian J. Bommer,et al.  Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response , 2007 .

[21]  Vitelmo V. Bertero,et al.  Performance‐based seismic engineering: the need for a reliable conceptual comprehensive approach , 2002 .

[22]  Jack W. Baker,et al.  CHOICE OF A VECTOR OF GROUND MOTION INTENSITY MEASURES FOR SEISMIC DEMAND HAZARD ANALYSIS , 2004 .

[23]  Gian Michele,et al.  Direct Displacement-Based Seismic Design of Structures , 2007 .

[24]  A. Veletsos,et al.  Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions , 1975 .

[25]  C. Cornell,et al.  Correlation of Response Spectral Values for Multicomponent Ground Motions , 2006 .

[26]  E. Faccioli,et al.  Displacement Spectra for Long Periods , 2004 .

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

[28]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[29]  D. Wells,et al.  New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement , 1994, Bulletin of the Seismological Society of America.

[30]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .

[31]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[32]  Adrian M. Chandler,et al.  Seismic displacement response spectrum estimated from the frame analogy soil amplification model , 2001 .

[33]  A. Arias A measure of earthquake intensity , 1970 .

[34]  Praveen K. Malhotra,et al.  Smooth Spectra of Horizontal and Vertical Ground Motions , 2006 .

[35]  J. Bommer,et al.  DISPLACEMENT SPECTRA FOR SEISMIC DESIGN , 1999 .

[36]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[37]  J. Bommer,et al.  THE EFFECTIVE DURATION OF EARTHQUAKE STRONG MOTION , 1999 .

[38]  D. Rinaldis,et al.  Seismic hazard maps of Italy including site effects , 2000 .

[39]  Mervyn J. Kowalsky,et al.  Estimation of Frequency-Dependent Strong Motion Duration Via Wavelets and Its Influence on Nonlinear Seismic Response , 2008, Comput. Aided Civ. Infrastructure Eng..

[40]  E. Faccioli,et al.  Mapping Seismic Hazard for the Needs of Displacement-Based Design: The Case of Italy , 2010 .

[41]  Kazuhiko Kawashima,et al.  Attenuation of peak ground acceleration, velocity and displacement based on multiple regression analysis of japanese strong motion records , 1986 .