Housner G W.Behavior of Structu resduring Earthquakes[J]..J of the Engrg.Mech.Div.,ASCE,1959,85(4):897-971.
[3]
Housner G W.Limitdesign of structures to resistearth quakes[C]//Proc.of first World Conf.on Earthquake Engrg.,Berkerly,CA,1956.
[4]
Veletos A S,Newmark N M.Effect of in elastic behavior on the response of smiplesys tems to earthquake motion[C]//2W CEE,Tokyo & Kyoto,1960.
[5]
Newmark N M,HallW J.Earthquake spectra and design[M].EERIM onograph Series.Earthquake Engineering Research Institute,Okakland,California,1982.
[6]
Newmark N M.Earthquake resistant design and ATC provisions[C]//Proc.3rd WCEE[J] ,Wellington,New Zealand.1979,1:609-651.
[7]
Fajfar P,VidicT,Fischinger M.Seismic demandin medium and long-term period structures[J].Earthquake Engineering and Struct Dyn,1989,18(3):539-560.
[8]
Bertero V V,Uang CM1 Issues and future directions in the use of anenergy approach for seismic-resistant design of structures[C]//Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings,Ed.by P.Fajfar,and H.Krawinkler,Elsever Applied Scinece,1992.
[9]
Fajfar P,Vidic T.Consistent in elastic design spectra:hysteretic and inputenergy[J].Earthquake Engineering and Structural Dynamics,1994,23(2):357-379.
Park Y J,Ang A H-S.Mech anistic seismic damagemodel for reinforced concrete[J].Journal of Structural Engineering,ASCE,1985,111(4):722-739.
[20]
Park Y J,Ang A H-S.Seismic damage analys is of reinforced concrete buildings[J].Journal of Structural Engineering,ASCE,1985,111(4):740-756.
[21]
周云,宗兰,张文芳,等.土木工程抗震设计[M].北京:科学出版社,2005.
[22]
Cosenza E,Manfredi G.Aseismic designmethod including damage effect[C]//11th European Conference on Earthquake Engineering,Paris,1998.
[23]
Chai Y H,Romstad K M,Bird S M.Energy-based lineardam agemodel for high-intensity seismic loading[J].Journal of Structural Enginee-ring(A SCE),1995,121(5):857-864.
[24]
Park Y ,J Ang A H-S,Wen Y K.Dam age-limiting aseismic design of buildings[J].Earthquake Spectra,1987,3(1):1-26.