[1] HOUSNER G W.Limit Design of Structures to Resist Earthquakes[C]//WCEE.Proceedings of the 1st World Conference on Earthquake Engineering.Berkeley:WCEE,1956:1-13.
[2]NURTUG A,SUCULOGLU H.Prediction of Seismic Energy Dissipation in SDOF Systems[J].Earthquake Engineering & Structural Dynamics,1995,24(9):1215-1223.
[3]BERG G V,THOMAIDES S S.Energy Consumption by Structures in Strong-motion Earthquakes[C]//WCEE.Proceedings of the 2nd World Conference on Earthquake Engineering.Tokyo:WCEE,1960:681-696.
[4]MCKEVITT W E,ANDERSON D L,CHEERY S.Hysteretic Energy Spectra in Seismic Design[C]//WCEE.Proceedings of the 7th World Conference on Earthquake Engineering.Istanbul:WCEE,1980:487-494.
[5]ZAHRAH T F,HALL W J.Earthquake Energy Absorption in SDOF Structures[J].Journal of Structural Engineering,1984,110(8):1757-1772.
[6]AKIYAMA H.Earthquake Resistant Limit-state Design for Building[M].Tokyo:University of Tokyo Press,1985.
[7]KUWAMURA H,GALAMBOS T V.Earthquake Load for Structural Reliability[J].Journal of Structural Engineering,1989,115(6):1446-1462.
[8]FAJFAR P,VIDIC T,FISCHINGER M.Seismic Demand in Medium and Long Period Structures[J].Earthquake Engineering & Structural Dynamic,1989,18(8):1133-1144.
[9]程光煜,叶列平.弹性SDOF系统的地震动输入能量谱[J].工程抗震与加固改造,2006,28(5):1-8.
CHENG Guang-yu,YE Lie-ping.Earthquake Input Energy Spectra of Elastic SDOF Systems[J].Earthquake Resistant Engineering and Retrofitting,2006,28(5):1-8.
[10]刘哲锋,沈蒲生.地震动输入能量谱的研究[J].工程抗震与加固改造,2006,28(4):1-5.
LIU Zhe-feng,SHEN Pu-sheng.Study on Input En-ergy Spectra of Earthquake Strong Motion[J].Earthquake Resistant Engineering and Retrofitting,2006,28(4):1-5.
[11]刘哲锋,沈蒲生.地震总输入能量谱的拟速度谱估计[J].工程抗震与加固改造,2008,30(2):20-23,32.
LIU Zhe-feng,SHEN Pu-sheng.Evaluation of Hysteric Energy to Input Energy Ratio in Tall Hybrid Structures[J].Earthquake Resistant Engineering and Retrofitting,2008,30(2):20-23,32.
[12]周 云,乐 登,邓雪松.设计用地震动总输入能量谱研究[J].工程抗震与加固改造,2008,30(5):1-7.
ZHOU Yun,LE Deng,DENG Xue-song.Research on Input Energy Spectra for Design of Earthquake Strong Motion[J].Earthquake Resistant Engineering and Retrofitting,2008,30(5):1-7.
[13]GB 50011—2010,建筑抗震设计规范[S].
GB 50011—2010,Code for Seismic Design of Buildings[S].
[14]BRUNEAU M,WANG N.Some Aspects of Energy Methods for the Inelastic Seismic Response of Ductile SDOF Structures[J].Engineering Structures,1996,18(1):1-12.
[15]ATC 3-06,Tentative Provisions for the Development of Seismic Regulations for Buildings[S].
[16]田 丰,王晋国,王明祥.基于分形理论的地震数据分析[J].长安大学学报:自然科学版,2008,28(2):108-110.
TIAN Feng,WANG Jin-guo,WANG Ming-xiang.Treatment of Seismic Datum Based on Fractal Theory[J].Journal of Chang'an University:Natural Science Edition,2008,28(2):108-110.
[17]周勇军,彭晓彬,赵 煜,等.简支梁桥顺桥向地震动分析[J].交通运输工程学报,2007,7(6):86-89.
ZHOU Yong-jun,PENG Xiao-bin,ZHAO Yu,et al.Analysis of Longitudinal Seismic Vibration for Simp-ly-supported Beam Bridge[J].Journal of Traffic and Transportation Engineering,2007,7(6):86-89.
[18]江 辉,朱 晞,倪永军,等.基于多因素分析的桥梁结构地震滞回耗能比值谱研究[J].中国公路学报,2011,24(1):50-58.
JIANG Hui,ZHU Xi,NI Yong-jun,et al.Research on Seismic Hysteretic Energy Dissipation Ratio Spectra for Bridge Structure Based on Multi-factor Analysis[J].China Journal of Highway and Transport,2011,24(1):50-58.