GUPTA B, EERI M, KUNNATH S K.Adaptive Spectra-based Pushover Procedure for Seismic Evaluation of Structures[J].Earthquake Spectra, 2000, 16(2):367-391.
CECS 160:2004, General Rule for Performance-based Seismic Design of Building Engineering:Trial[S].
[10]
谢 旭.桥梁结构地震响应分析与抗震设计[M].北京:人民交通出版社, 2006:244-246.
[11]
LI Jian-zhong, SONG Xiao-dong, FAN Li-chu.Invest-igation for Displacement Ductility Capacity of Tall Piers[J].Earthquake Engineering and Engineering Vibration, 2005, 25(1):43-48.
[12]
BRACCI J M, KUNNATH S K, REINHORN A M.Seismic Performance and Retrofit Evaluation for Reinforced Concrete Structures[J].Journal of Structural Engineering, 1997, 123(1):3-10.
[13]
HOU Shuang, OU Jin-ping.A Study of Load Pattern Selection of Pushover Analysis and Influence of Higher Modes[J].Earthquake Engineering and Engineering Vibration, 2004, 24(3):89-97.
[14]
CHOPRA A K, GOEL R K.A Modal Pushover Ana-lysis Procedure for Estimating Seismic Demands for Buildings[J].Earthquake Engineering & Structural Dynamics, 2002, 31(3):561-582.
[15]
FAN Li-chu, ZHUO Wei-dong.Ductility Anti-earthquake Design of Bridge[M].Beijing:China Commun-ications Press, 2001:88-94.
[16]
PAN Long, ZHANG Yan, SUN Li-min, et al.Nonlinear Pushover Analysis for Reinforced Concrete Pier[C]//Bridge and Structural Engineering Entrance of China Civil Engineering Society.14th National Academic Conference on Bridge.Shanghai:Tongji University Press, 2000:797-803.
[17]
FEMA274, NEHRP Commentary on the Guidelines for the Rehabilitation of Building[S].