2[1]Federal Emergency Manage ment Agency, Guidelines and Commentary for the Seismic Rehabilitation of Build ings[M]． FEMA 274, 1998
3[2]R.Scott Lawson. Nonli near Static Push-over Analysis-Why, When, and How?[C]． 5th U.S. Nation a l Conference on Earthquake Engineering, 1994
4[3]Helmut Krawinkler. Pros and Cons of a Pushover Analysis of Seismic Performance E valuation[J]．Engineering Structures,1998，20
5[4]Peter Fajfar. Simple Push-over Analysis of Buildings Structures[M]． 11th World Conference On Earthquake Engineering, 1996
6[5]Giuseppe Faella . Evaluation of the R/C Structures Seismic Response by Means of Nonlinear Static Push-over Analysis[CD]． 11th World Conference On Earthquake Engi n eering, 1996
7[6]J.L.Humar. Concept of Over strength in Seismic Design[CD]． 11th World Conference On Earthquake Engineering, 1996
8[7]Kaspar Peter. Application of the Capacity Spectr um Method to R.C. Buildings with Bearing walls[CD]． 12th World Conference On Earthquake Engineering, Paper No.0609, 2000
9[8]Trev or E Kelly. Analysis Procedures for Performance Based Design[CD]． 12th World Conference on Earthquake Engineering, Paper No. 2400, 2000
10[9]H S Lew. Evaluation of Analysis Procedures for Performance-Bas ed Seismic Design of Buildings[CD]． 12th World Conference on Earthquake Engineering, Paper No.1005, 2000
