MANFREDI G. Evaluation of seismic energy demand[J]. Earthquake Engineering & Structural Dynamics, 2001, 30(4): 485-499.
[2]
CHOPRA A K, GOEL R K. A modal pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engineering & Structural Dynamics, 2002, 31(3): 561-582.
[3]
CHOU C C, UANG C M. A procedure for evaluating seismic energy demand of framed structures[J]. Earthquake Engineering & Structural Dynamics, 2003, 32(2): 229-244.
[4]
王常峰, 朱东生, 田琪. 基于瞬时能量的双线性系统最大位移研究[J]. 振动工程学报, 2003, 16(1): 105-108.WANG Changfeng, ZHU Dongsheng, TIAN Qi. Study on the maximum displacemens of bilinear system based on instantaneous input energy method[J]. Journal of Vibration Engineering, 2003, 16(1): 105-108.
[5]
胡冗冗, 王亚勇. 地震动瞬时输入能量谱探讨[J]. 工程抗震, 2004, 1: 9-13.HU Rongrong, WANG Yayong. Discussion on instantaneous input energy spectrum[J]. Earthquake Resistant Engineering, 2004, 1: 9-13.
[6]
刘哲锋, 沈蒲生, 胡习兵. 地震总输入能量与瞬时输入能量谱的研究[J]. 地震工程与工程振动, 2006, 26(6): 31-36.LIU Zhefeng, SHEN Pusheng, HU Xibing. Study on input energy and momentary input energy spectra of earthquake strong motion[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(6): 31-36.
[7]
ZAHRAH T F, HALL W J. Earthquake energy absorption in SDOF structures[J]. Journal of Structural Engineering, 1984, 110(8): 1757-1772.
[8]
UANG C M, BERTERO V V. Use of energy as a design criterion in earthquake-resistant design[R]. Report No. UBC/EERC-88/18. Berkeley: Earthquake Engineering Research Center, University of California, 1988.
[9]
程光煜, 叶列平. 弹塑性 SDOF 系统的地震输入能量谱[J]. 工程力学, 2008, 25(2): 28-39.CHENG Guangyu, YE Lieping. Earthquake input energy spectrum for inelastic SDOF systems[J]. Engineering Mechanics, 2008, 25(2): 28-39.
[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 Zhefeng, SHEN Pusheng. Study on input energy spectra of eartquake strong motion[J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(4): 1-5.
[11]
程光煜, 叶列平. 弹塑性 MDOF 系统地震输入能量研究[J]. 工程抗震与加固改造, 2008, 29(6): 29-35.CHENG Guangyu, YE Lieping. Earthquake energy input of inelastic MDOF systems[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 29(6): 29-35.
[12]
FAJFAR P, VIDIC T, FISCHINGER M. Seismic demand in medium-and long-period structures[J]. Earthquake Engineering & Structural Dynamics, 1989, 18(8): 1133-1144.
[13]
NURTUG? A, SUCUOG?LU H. Prediction of seismic energy dissipation in SDOF systems[J]. Earthquake Engineering & Structural Dynamics, 1995, 24(9): 1215-1223.
[14]
HOUSNER G W. Limit design of structures to resist earthquakes[C]//Proeeedings of the First World Conference on Earthquake Engineering, EERI. Berkeely,CA,1956:1-12.
[15]
AKIYAMA H. Earthquake-resistant limit-state design for buildings[M]. Tokyo: University of Tokyo Press, 1985:1-11.
[16]
史庆轩, 杨文星, 门进杰. 单自由度体系非线性地震能量反应的计算[J]. 建筑科学与工程学报, 2005, 22(2): 25-29.SHI Qingxuan, YANG Wenxing, MEN Jinjie. Calculation of seismic energy response for nonlinear single degree of freedom system[J]. Journal of Architecture and Civil Engineering, 2005, 22(2): 25-29.