Target acceleration method for analysis of RC structures
暂无分享,去创建一个
[1] Sashi K. Kunnath,et al. Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures , 2006 .
[2] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[3] I. Iervolino,et al. Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures , 2008 .
[4] Mehmed Čaušević,et al. Nonlinear static seismic analysis of structures , 2009 .
[5] Faramarz Khoshnoudian,et al. The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions , 2014 .
[6] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[7] Nikos D. Lagaros,et al. Evaluation of ASCE-41, ATC-40 and N2 static pushover methods based on optimally designed buildings , 2011 .
[8] Anil K. Chopra,et al. Role of Higher-“Mode” Pushover Analyses in Seismic Analysis of Buildings , 2005 .
[9] Peter Fajfar,et al. A Nonlinear Analysis Method for Performance-Based Seismic Design , 2000 .
[10] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[11] H. Krawinkler,et al. Estimation of seismic drift demands for frame structures , 2000 .
[12] Simon Kim,et al. Push-over Analysis Procedure in Earthquake Engineering , 1999 .
[13] Edmund Dwight Booth. Earthquake Design Practice for Buildings , 1990 .
[14] Sashi K. Kunnath,et al. Identification of Modal Combinations for Nonlinear Static Analysis of Building Structures , 2004 .
[15] Faramarz Khoshnoudian,et al. A consecutive modal pushover procedure for estimating the seismic demands of tall buildings , 2009 .
[16] Peter Fajfar,et al. THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .
[17] Anil K. Chopra,et al. Evaluation of a Modified MPA Procedure Assuming Higher Modes as Elastic to Estimate Seismic Demands , 2004 .
[18] Giuseppe Maddaloni,et al. Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses , 2007 .
[19] Ante Mihanović,et al. The comparative body model in material and geometric nonlinear analysis of space R/C frames , 2008 .
[20] Mehdi Saiidi,et al. SIMPLE NONLINEAR SEISMIC ANALYSIS OF R/C STRUCTURES , 1981 .
[21] M. Selim Günay,et al. Generalized force vectors for multi‐mode pushover analysis , 2011 .
[22] Sashi K. Kunnath,et al. Assessment of current nonlinear static procedures for seismic evaluation of buildings , 2007 .
[23] Amr S. Elnashai,et al. Static pushover versus dynamic collapse analysis of RC buildings , 2001 .
[24] Ioannis N. Psycharis,et al. Effect of higher modes on the seismic response and design of moment-resisting RC frame structures , 2013 .
[25] Anil K. Chopra,et al. Evaluation of Modal and FEMA Pushover Analyses: SAC Buildings , 2004 .