FEMA 273,NEHRP Guidelines for the rehabilitation of buildings[S].
[2]
Chopra A K,Goel B K.Capacity-demand-diagram methods for estmiating seismic defomration of inelastic structures[R].SDOF systems.Report No PEER-1999/02.Pacific Earthquake Engineering Research Center.University of California at Berkeley,1999.
Ohtoril Y,Christenson R E,Spencer Jr B F,et al.Benchmark control problems for seismically excitedn onlinear buildings[J].J.Eng.Mech,2004,130:366~385.
[7]
GB 50011-2001,建筑抗震设计规范[S].
[8]
Duan X J.Asoil structure-interaction analysis of tallbuildings[D].USA:PH.D.Dissertation,University of Southern California,1999.
[9]
Halabian A M.Dynamic behaviors of tall slender structures on flexib lefoundations subjected to extremeevents[D].Canada:PH.D.Dissertation,The University of Western Ontario,2001.99~119.
Zheng H E,Wang Fengxia,Ou Jinping.Seismic damage perform an ceevaluation of pile-soil-structural interaction(PSSI) systems basing on capacitys pectrum method.Proceedings of 13th World Conference on Earthquake Engineering[C].Canada:Vancouver,B.C,2004.
[13]
FEMA 440.Im provement of Nonlinear StaticSeismic Analys is Procedures[M].USA:ATC,2004.
Chopra A K,Geol R K.Amodal pushoveranalysis procedure for estmiating seismic demands for buildings[J].Earthquake Engineering & Structural Dynamic,2002,31:561~582.
[17]
Jan T S,Liu M W,Kao Y C.Anupper-bound pushover an alysis procedure for estimating the seismic dem and sofhigh-rise buildings[J].Engineering Structures,2004,26:117~128.