An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings
暂无分享,去创建一个
Ming Wei Liu | Tysh Shang Jan | Ying Chieh Kao | M. Liu | Ying Kao | T. Jan
[1] Y. K. Wen,et al. Method of Reliability-Based Seismic Design. I: Equivalent Nonlinear Systems , 1997 .
[2] Helmut Krawinkler,et al. PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATION , 1998 .
[3] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[4] Peter Fajfar,et al. THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .
[5] Balram Gupta. Enhanced pushover procedure and inelastic demand estimation for performance-based seismic evaluation of buildings , 1998 .
[6] Sashi K. Kunnath,et al. Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .
[7] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[8] Eduardo Miranda,et al. Evaluation of site-dependent inelastic seismic design spectra , 1993 .
[9] H. Krawinkler,et al. Estimation of seismic drift demands for frame structures , 2000 .
[10] Sashi K. Kunnath,et al. Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures , 1997 .
[11] I. Vanzi,et al. A Simplified Procedure to Assess the Seismic Response of Nonlinear Structures , 2000 .
[12] R. Goel,et al. Evaluation of NSP to Estimate Seismic Deformation: SDF Systems , 2000 .