3Newmark N M,Hall W J.Earthquake Spectra and Design[M].EERI Monograph Series.Earthquake Engineering Research Institute.Oakland.California.USA.1982
4Krawinkler H,Nassar A A.Seismic design based on ductility and cumulative damage demand and capacities,Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings[C].Fajfar and Krawinkler,ed.Elsevier Applied Science.New York.USA.1992:23~40.
5Miranda E,Bertero V V.Evaluation of strength reduction factor for earthquake-resistance design[J].Earthquake Spectra,1994,10(2):357~379.
6Miranda E.Site-dependent strength-reduction factors[J].Journal of Structural Engineering,1993,119(12):3503~3519.
7Vidic T,Fajfar P,Fischinger M.Consistent inelastic design spectra:strength and displacement[J].Earthquake Engineering and Structural Dynamics,1994,23(3):507~521.
8Borzi B,Elnashai A S.Refined force reduction factors for seismic design[J].Journal of Engineering Structures,2000,22 (5):1244~1260.
9Seneviratna G D P K,Krawinkler H.Modifications of seismic demands for MDOF systems,Proc.11th WCEE[C].IAEE.Acapulco.Mexico.1996:Paper1446.
10Santa-Ana P R,Miranda E.Strength reduction factors for multi-degree-of-freedom systems.Proc.12th WCEE[C].IAEE Auckland.New Zealand,2000:Paper1446.