VECTOR-VALUED INTENSITY MEASURES FOR PULSE-LIKE NEAR-FAULT GROUND MOTIONS
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[1] N. Abrahamson,et al. Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity , 1997 .
[2] M Sasani,et al. IMPORTANCE OF SEVERE PULSE-TYPE GROUND MOTIONS IN PERFORMANCE-BASED ENGINEERING: HISTORICAL AND CRITICAL REVIEW , 2000 .
[3] C. Allin Cornell,et al. Probabilistic seismic demand analysis of nonlinear structures , 1999 .
[4] A. Veletsos,et al. Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions , 1975 .
[5] Jack W. Baker,et al. CHOICE OF A VECTOR OF GROUND MOTION INTENSITY MEASURES FOR SEISMIC DEMAND HAZARD ANALYSIS , 2004 .
[6] N. Abrahamson. Statistical properties of peak ground accelerations recorded by the SMART 1 array , 1988 .
[7] Anil K. Chopra,et al. Evaluation of Modal and FEMA Pushover Analyses: SAC Buildings , 2004 .
[8] W. J. Hall,et al. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings , 2001 .
[9] N. A. Abrahamson. Effects of rupture directivity on seismic hazard analysis , 2000 .
[10] Eduardo Miranda,et al. AMPLIFICATION FACTORS TO ESTIMATE INELASTIC DISPLACEMENT DEMANDS FOR THE DESIGN OF STRUCTURES IN THE NEAR FIELD , 2000 .
[11] J. Baker,et al. A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .
[12] George P. Mavroeidis,et al. A Mathematical Representation of Near-Fault Ground Motions , 2003 .
[13] Jack W. Baker,et al. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis , 2005 .
[14] FU Qiang,et al. SEISMIC-ENVIRONMENT-BASED SIMULATION OF NEAR-FAULT GROUND MOTIONS , 2002 .
[15] Nicolas Luco,et al. Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .
[16] Dimitrios Vamvatsikos,et al. Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information , 2005 .
[17] H. Krawinkler,et al. Effects of Near-Fault Ground Motions on Frame Structures , 2001 .
[18] P. Somerville. Magnitude scaling of the near fault rupture directivity pulse , 2003 .
[19] V. Barnett,et al. Applied Linear Statistical Models , 1975 .
[20] N. Abrahamson,et al. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .
[21] Robert Tibshirani,et al. The Elements of Statistical Learning: Data Mining, Inference, and Prediction, 2nd Edition , 2001, Springer Series in Statistics.
[22] Paolo Bazzurro,et al. SEISMIC HAZARD ANALYSIS OF NONLINEAR STRUCTURES. I: METHODOLOGY , 1994 .
[23] Jonathan P. Stewart,et al. Ground motion evaluation procedures for performance-based design , 2002 .
[24] Michael H. Kutner. Applied Linear Statistical Models , 1974 .
[25] A S Veletsos,et al. Deformation Spectra for Elastic and Elastoplastic Systems Subjected to Ground Shock and Earthquake Motions , 1965 .
[26] Paolo Bazzurro,et al. Vector-valued Probabilistic Seismic Hazard Analysis , 2001 .
[27] Helmut Krawinkler,et al. Evaluation of Drift Demands for the Seismic Performance Assessment of Frames , 2005 .
[28] L. Ibarra. Global collapse of frame structures under seismic excitations , 2003 .
[29] A. Papageorgiou,et al. Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems , 2004 .