JTG/TB02-01-2008公路桥梁抗震设计细则[S]. JTG/TB02-01-2008 Guidelines for Seismic Design of Highway Bridges[S].(in Chinese)
[2]
范立础, 卓卫东. 桥梁延性抗震设计[M]. 北京: 人民交通出版社, 2001: 88-90. FAN Lichu,ZHUO Weidong.Ductility seismic design of bridge[M].Beijing:China Communication Press.2001:88-90.(in Chinese)
[3]
梁智？.非规则高墩桥梁抗震设计理论研究. 上海: 同济大学, 2005. LIANG Zhiyao.Seismic design theory research of irregular girder bridge.Shanghai:Tongji University,2005.(in Chinese)
[4]
李建中, 宋晓东, 范立础. 桥梁高墩位移延性能力的探讨[J]. 地震工程与工程振动, 2005, 25(1): 40-48.(in Chinese) LI Jianzhong, SONG Xiaodong, FAN Lichu. Investigation for displacement ductility capacity of tall piers [J].Journal of Earthquake Engineering and Engineering vibration, 2005,25(1):40-48.(in Chinese)
[5]
汪梦甫, 曹秀娟, 孙文林. 增量动力分析方法的改进及其在高层混合结构地震危害评估中的应用[J]. 工程抗震与加固改造, 2010, 32(1): 104-109. WANG Mengfu, CAO Xiujuan, SUN Wenlin. Incremental dynamic analysis applied to seismic risk assessment of hybrid structure [J]. Earthquake Resistant and Retrofitting, 2010, 32(1): 104-109.(in Chinese)
[6]
Dimitrios Vamvatsikos, C Allin Cornell. Incremental dynamic analysis [J]. Earthquake Engineering And Structural Dynamics, 2002, 31: 491-514.
[7]
John B Mander, Rajesh P Dhakal, Naoto Mashiko, et al.Incremental dynamic analysis applied to seismic financial risk assessment of bridges [J]. Engineering Structures, 2007, 29(10): 2662-2672.
[8]
FEMA. NEHRP Guideline for seismic rehabilitation of buildings. Report No.FEMA-273, SAC Joint Venture, Federal Emergency Management Agency, Washington.DC, 1997.
[9]
陆本燕, 刘伯权, 吴 涛, 等. 基于RC桥梁墩柱的地震损伤模型比较分析[J]. 土木工程学报, 2010, 43(S1): 186-191. LU Benyan, LIU Boquan, WU Tao, et al. Comparative analysis of seismic damage models for reinforced concrete bridge piers [J]. China Civil Engineering Journal, 2010,43(S1): 186-191.(in Chinese)
[10]
http://peer.berkeley.edu/OpenSeesNavigator/
[11]
王建民, 王国亮, 聂建国, 等. 基于概率的桥梁结构地震危害性分析[J]. 土木工程学报, 2010, 43(11): 86-93. WANG Jianmin, WANG Guoliang, NIE Jianguo, et al. Probability based seismic risk analysis of bridge structures [J]. China Civil Engineering Journal, 2010, 43(11): 86-93.(in Chinese)
[12]
Shome N,Cornell C A. Probabilistic seismic demand analysis of nonlinear structures. Report No. RMS-35, RMS Program. Stanford University, Stanford, CA, 1999.
[13]
李立峰, 吴文朋, 黄佳梅,等. 板式橡胶支座地震易损性分析[J].湖南大学学报,2011,38(11):1-6. LI Lifeng, WU Wenpeng, HUANG Jiamei et al.Research on seismic vulnerability analysis of laminated rubber bearing[J]. Journal of Hunan University. 2011,38(11):1-6.(in Chinese)
[14]
California Department of Transportation. Seismic Design Criteria Version 1.5[S].
