An improvement to linear‐elastic procedures for seismic performance assessment
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[1] Michael N. Fardis,et al. Estimation of inelastic seismic deformations in asymmetric multistorey RC buildings , 2007 .
[2] Eduardo Miranda,et al. Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures , 2005 .
[3] Michael N. Fardis,et al. Estimation of inelastic deformation demands in multistorey RC frame buildings , 1999 .
[4] A. Veletsos,et al. Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions , 1975 .
[5] E. Miranda. Estimation of Inelastic Deformation Demands of SDOF Systems , 2001 .
[6] A. Kiureghian. A response spectrum method for random vibration analysis of mdf systems , 1981 .
[7] Babak Alavi,et al. Behavior of moment‐resisting frame structures subjected to near‐fault ground motions , 2004 .
[8] Polat Gülkan,et al. Drift estimates in frame buildings subjected to near-fault ground motions , 2005 .
[9] M. S. Günay,et al. Predicting the Seismic Response of Capacity-Designed Structures by Equivalent Linearization , 2009 .
[10] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[11] Iztok Peruš,et al. TORSIONAL EFFECTS IN THE PUSHOVER-BASED SEISMIC ANALYSIS OF BUILDINGS , 2005 .
[12] Anil K. Chopra,et al. A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .