Empirical equations for the prediction of displacement spectrum intensity and its correlation with other intensity measures
暂无分享,去创建一个
[1] Brendon A. Bradley,et al. Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system , 2010 .
[2] J. Baker,et al. Spectral shape, epsilon and record selection , 2006 .
[3] Praveen K. Malhotra,et al. Response of buildings to near‐field pulse‐like ground motions , 1999 .
[4] Takashi Furumura,et al. Anomalous Propagation of Long-Period Ground Motions Recorded in Tokyo during the 23 October 2004 Mw 6.6 Niigata-ken Chuetsu, Japan, Earthquake , 2007 .
[5] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[6] J. F. Hall,et al. Factors contributing to the catastrophe in Mexico City during the earthquake of September 19, 1985 , 1986 .
[7] George W. Housner,et al. Spectrum Intensities of Strong-Motion Earthquakes , 1952 .
[8] George P. Mavroeidis,et al. A Mathematical Representation of Near-Fault Ground Motions , 2003 .
[9] Babak Alavi,et al. Behavior of moment‐resisting frame structures subjected to near‐fault ground motions , 2004 .
[10] Steven L. Kramer,et al. Ground Motion Intensity Measures for Liquefaction Hazard Evaluation , 2006 .
[11] K. Campbell,et al. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .
[12] Masayoshi Nakashima,et al. Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-defense shaking table test , 2010 .
[13] J. Baker,et al. Correlation of Spectral Acceleration Values from NGA Ground Motion Models , 2008 .
[14] Robert W. Graves,et al. Observed and Simulated Ground Motions in the San Bernardino Basin Region for the Hector Mine, California, Earthquake , 2004 .
[15] Arthur Frankel,et al. Three-dimensional simulations of ground motions in the San Bernardino Valley, California, for hypothetical earthquakes on the San Andreas fault , 1993, Bulletin of the Seismological Society of America.
[16] P. Somerville. Magnitude scaling of the near fault rupture directivity pulse , 2003 .
[17] N. Abrahamson,et al. Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .
[18] Brendon A. Bradley,et al. Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations , 2009 .
[19] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .
[20] Gail M. Atkinson,et al. Probabilistic Characterization of Spatially Correlated Response Spectra for Earthquakes in Japan , 2009 .
[21] Brendon A. Bradley,et al. Intensity measures for the seismic response of pile foundations , 2009 .
[22] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[23] D. Wald,et al. Response of High-Rise and Base-Isolated Buildings to a Hypothetical Mw 7.0 Blind Thrust Earthquake , 1995, Science.
[24] J. Bray,et al. Characterization of forward-directivity ground motions in the near-fault region , 2004 .
[25] Nick Gregor,et al. NGA Project Strong-Motion Database , 2008 .
[26] K. Aki. Seismic displacements near a fault , 1968 .
[27] Brendon A. Bradley. Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes , 2011 .
[28] Wilson H. Tang,et al. Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering , 2006 .
[29] Nicolas Luco,et al. Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .
[30] G. Lanzo,et al. A Comparison of NGA Ground-Motion Prediction Equations to Italian Data , 2009 .
[31] S. T. Buckland,et al. An Introduction to the Bootstrap. , 1994 .
[32] Brendon A. Bradley,et al. Site-Specific and Spatially Distributed Ground-Motion Prediction of Acceleration Spectrum Intensity , 2010 .
[33] K. Koketsu,et al. A seismological overview of long-period ground motion , 2008 .
[34] T. Furumura,et al. Damaging Long-period Ground Motions from the 2003 Mw 8.3 Tokachi-oki, Japan Earthquake , 2005 .
[35] Jack W. Baker,et al. An Empirically Calibrated Framework for Including the Effects of Near-Fault Directivity in Probabilistic Seismic Hazard Analysis , 2011 .
[36] I. M. Idriss,et al. Comparisons of the NGA Ground-Motion Relations , 2008 .
[37] H. Lilliefors. On the Kolmogorov-Smirnov Test for Normality with Mean and Variance Unknown , 1967 .
[38] B. Bradley. A generalized conditional intensity measure approach and holistic ground‐motion selection , 2010 .
[39] Brendon A. Bradley,et al. Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response , 2009 .
[40] Brendon A. Bradley,et al. Empirical Correlations between Peak Ground Velocity and Spectrum-Based Intensity Measures , 2012 .
[41] N. A. Abrahamson,et al. A stable algorithm for regression analyses using the random effects model , 1992, Bulletin of the Seismological Society of America.