Saidii M,Sozen M A. Simple Nonlinear Analysis of RC Structures. ASCE, Struc. Div.,1981(107):937~951
[2]
Fajfar P,Fischinger M. N2-a Method for Non-Linear Seismic.In:An alysis of Regular Structures.In:Proc. 9th World Conf. on Earthquake. Engineerin g. Toky Kyoto:1988(5): 111~116
[3]
Saidii M,Sozen M A. Simple Nonlinear Seismic Analysis of R/C Struct ures. Journal of Structural Division(ASCE), 1995(121): 11 83~1 189
[4]
Fajfar P,Gaspersic P. The N2 Method for the Seismic Damage Analy sis of RC Buildings.Earthquake Engineering and Structural Dynamics, 1996(2 5): 31~46
[5]
Sasaki Kent K,Freeman Sigrnund A. Multi-Mods Pushover Procedure (MMP)-a Method to Identify the Effects of Higher MODS in a Pushover Analysis . the 6th U.S.National Conference on Earthquake Engineering
[6]
Giuseppe Faella. Evaluation of the R/C Structures Seismic Response by Mean s of Nolinear Static Push-over Analysis.11th Word Conference on Earthquake Engineering Mexico, 1996.1146
[7]
Helmut Krawinkler,Senviratna G D K. Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation. Engineering Structurs, 1998(20): 452~464
[8]
Elnashai A S. Advanced Inelasticstatic(Pushover) Analysis for Earthquake App lications.Structural Engineering and Mechanics,2001(12): 51~69
Akshay Gupta,Helmut Krawinkler,Member.Dynmic P Delta Effects for Flexible Inelastic Steel Structures,Journal of Structural Engineering,2000,145~154
[16]
邹积麟.空间RC框架结构全过程静力弹塑性分析:[博士学位论文].北京:清华大学, 2001
[17]
Vojko Kilar and Peter Fajfar. Simple Push-Over Analysis of Asymmetric Buildings. Earthquake Engineering and Structural Dynamics, 1997(26): 233~249
[18]
Javeed A munshi,Satyendra K Ghosh. Analysises of Seismic Perfor mance of a Code Designed Reinforced Concrete Building. Engineering Structurs, 1 998(20): 608~616
[19]
Mwafy A M,Elnashai A S. Static Pushover Versus Dynamic Collapse Analysis of Buildings. Engineering Structures, 2001(23): 407~424
[20]
Gulkan P, Sozen M A. Inelastic response of RC Structures to Earth quake Motion. ACI,1974(71): 609~614