Chopra AK,Goel RK.A modal pushover analysis procedure for estmiate seismic demands for buildings[J].Earthquake Engineering Structure Dyn.2002,31(3):561-582.
[2]
Gupta B,Kunnath SK.Adaptive spectra-based pushover procedure for seismic evaluation of structures[J].Earthquake Spectra,2000,16(2):367~391.
[3]
Krawinkler H,Seneviratna GDPK.Pros and cons of a pushover analysis of seismic performance evaluation[J].Engineering Structure,1998,20:452~464.
[4]
Chopra AK,Goel AK.A modal pushover analysis procedure to estimate seismic demands for buildings:theory and prelmi inary evaluation[R].Report No.Peer-2001/03,Pacific Earthquake Engineering Research Center,University of California,Berkeley,1999.
[5]
Fajfar P,Fischinger M.N2-amethod for nonlinear seismic analysis of regular structures[A].Proceedings of 9th World Conference of Earthquake Engineering[C].Tokyo-Kyoto,Japan,5:111~116.
[6]
Sasaki KK,Freeman SA,Paret TF.Multmiode pushover procedure(MM P):A method to identify the ef fects of highermodes in a pushover analysis[A].Proceedings of the 6th U.S.National Conference on Earthquake Engineering[C].Seattle,Washington,1998.
[7]
Bracci JM,Kunnath SK,Reinborn AM.Seismic performance and retrofit evaluation for reinforced concrete structures.[J].Struct.Engrg.,ASCE,123(1):3~10.
[8]
Bracci JM,Reinhorn AM,Mander JB.Seismic resistance of reinforced concrete frame structures designed for gravity loads:perfomrance of structural system[J].ACI Struct,1995,92(5):597~609.
[9]
Jan TS,Ming WL,Kao YC.An upper-bound pushover analysis procedure for estmiating the seismic demands of high-rise buildings[J].Engineering Structure,2004,26:117~128.
