王东升, 孙治国, 郭迅. 汶川地震桥梁震害经验及抗震研究若干新进展[J]. 公路交通科技, 2011, 28(10): 44―53. Wang Dongsheng, Sun Zhiguo, Guo Xun. Lessons learned from wenchuan seismic damages and recent research on seismic design of highway bridges[J]. Journal of Highway and Transportation Research and Development, 2011, 28(10): 44―53. (in Chinese)
[2]
王克海, 韦韩, 李茜, 李悦. 中小跨径公路桥梁抗震设计理念[J]. 土木工程学报, 2012, 45(9): 115―121. Wang Kehai, Wei Han, Li Qian, Li Yue. Philosophies on seismic design of highway bridges of small or medium spans[J]. China Civil Engineering Journal, 2012, 45 (9): 115―121. (in Chinese)
[3]
王克海, 李茜, 韦韩. 汶川地震对我国地震区划图与桥梁抗震设计的启示[J]. 工程力学, 2010, 27(6): 120―126. Wang Kehai, Li Qian, Wei Han. Enlightenment in bridge seismic design and seismic zonation from Wenchuan earthquake[J]. Engineering Mechanics, 2010, 27(6): 120―126. (in Chinese)
[4]
王克海, 孙永红, 韦韩, 等. 汶川地震后对我国结构工程抗震的几点思考[J]. 公路交通科技, 2008, 25(11): 54―59. Wang Kehai, Sun Yonghong, Wei Han, et al. Comments on seismic strengthening for structural engineering in China after wenchuan earthquake[J]. Journal of High- way of Transportation Research and Development, 2008, 25(11): 54―59. (in Chinese)
[5]
JTJ/T B02-01-2008, 公路桥梁抗震设计细则[S]. 北京: 人民交通出版社, 2008. JTJ/T B02-01-2008, Guidelines for seismic design of highway bridges[S]. Beijing: China Communications Press, 2008. (in Chinese)
[6]
Bridge Manual 2012, Bridge manual[S]. Bureau of Bridges and Structures Division of Highway, 2012.
[7]
EN15129-2009, Anti-seismic devices[S]. European Committee for Standardization, 2009.
[8]
Renzo Medeot. Re-centering capability evaluation of seismic isolation systems based on energy concepts[C]// The 13 World Conference on Earthquake Engineering, Vancouver, B C Canada, 2004: 3106―3120.
[9]
CJJ166-2011, 城市桥梁抗震设计规范[S]. 北京: 中国建筑工业出版社, 2011. CJJ166-2011, Code for seismic design of urban bridges[S]. Beijing: China Architecture & Building Press, 2011. (in Chinese)
[10]
范立础, 王志强. 桥梁减隔震设计[M]. 北京: 人民交通出版社, 2001: 75―85. Fan Lichu, Wang Zhiqiang. Seismic isolation design of bridges[M]. Beijing: China Communications Press, 2001: 75―85. (in Chinese)
[11]
Filipov E T, Hajjar J F, Steelman J S, et al. Computational analyses of Quasi-Isolated bridges with fusing bearing components[C]// Proceedings of the ASCE/SEI Structures Congress, ASCE, Reston, VA, 2011: 276―288.
[12]
Steelman J S, Fahnestock L A. Seismic response of bearings for Quasi-Isolated bridges-testing and components modeling[C]// Proceedings of the ASCE/SEI Structures Congress, ASCE, Reston, VA, 2011: 164―178.
[13]
Caltrans 2010, Seismic design criteria[S]. California Department of Transportation, 2010.
[14]
陈乐生, 庄卫林, 赵河清, 等. 汶川地震公路震害调查-桥梁[M]. 北京: 人民交通出版社, 2012: 14―73. Chen Lesheng, Zhuang Weilin, Zhao Heqing, et al. Damage of highway in wenchuan earthquake-bridges[M]. Beijing: China Communications Press, 2012: 14―73. (in Chinese)
[15]
Priestly M J N, Seible F, Calvi G M. Seismic design and retrofit of bridges[M]. New York: John Wiley and Sons, 1996:12―29.
[16]
Tobias Daniel H, Anderson Ralph E, Hodel Chad E, et al. Overview of earthquake resisting system design and retrofit strategy for bridges in Illinois[J]. Practice Periodical on Structural Design and Construction, 2008, 13(3): 147―157.
[17]
AASHTO 2007. AASHTO guide specifications for LRFD seismic bridge design[S]. American Association of State Highway and Transportation Officials, 2007.
[18]
AASHTO 2010. AASHTO guide specifications for LRFD seismic bridge design[S]. American Association of State Highway and Transportation Officials, 2010.
[19]
Mitchell D, Bruneau M, Williams M, et al. Performance of bridges in the 1994 northridge earthquake[J]. Canadian Journal of Civil Engineering, 1995, 22(2): 415―427.
[20]
Takahashi Y, Iemura H, et al. Seismic response of RC bridge with special reference to the effect of bearings[C]//. Norwegian Institute of Technology. Proceeding of CONSEC ?98, Norway, E&FN SPON, 1998: 867―876.
[21]
庄军生. 桥梁减震、隔震支座和装置[M]. 北京: 中国铁道出版社, 2012: 1―15. Zhuang Junsheng. Bridge isolation and devices[M]. Beijing: China Railway Publishing House, 2012: 1―15. (in Chinese)
[22]
孙利民, 范立础. 阪神地震后日本桥梁抗震设计规范的改订[J]. 同济大学学报, 2001, 29(1): 60―64. Sun Limin, Fan Lichu. Revisions of seismic design codes on bridges in japan after kobe earthquake[J]. Journal of Tongji University, 2001, 29(1): 60―64. (in Chinese)
[23]
王克海, 韦韩, 李茜. 双层组合抗震挡块[P]. 中国: CN 201952721 U, 2011. Wang Kehai, Wei Han, Li Qian. Seismic double-layer stopper[P]. China: CN 201952721 U, 2011. (in Chinese)
[24]
王克海, 韦韩, 李茜. 双层钢筋混凝土抗震挡块[P]. 中国: CN 201952720 U, 2011. Wang Kehai, Wei Han, Li Qian. Seismic double- concrete-layer stopper[P]. China: CN 201952720 U, 2011. (in Chinese)
[25]
王克海, 韦韩, 李茜. 双层钢板抗震挡块[P]. 中国: CN 201952722 U, 2011. Wang Kehai, Wei Han, Li Qian. Seismic double-steel- layer stopper[P]. China: CN 201952722 U, 2011. (in Chinese)
[26]
Kowalsky M J. Deformation limit states for circular reinforced concrete bridge columns[J]. Journal of Structural Engineering, 2000, 126(8): 869―878.
[27]
Priestly M J N, Calvi G M, Kowalsky M J. Displacement-based seismic design of structures[M]. Pacia Italy: IUSS Press, 2007: 85―150.
[28]
聂利英, 李建中, 胡世德. 地震作用下板式橡胶支座滑动引起的城市立交中的动力耦合作用[J]. 工程力学, 2006, 23(11): 14―20. Nie Liying, Li Jianzhong, Hu Shide. Dynamic response coupled by rubber bearing sliding in interchange bridge under earthquake[J]. Engineering Mechanics, 2006, 23(11): 14―20. (in Chinese)
[29]
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: 20―86. Fan Lichu, Zhuo Weidong. Seismic ductility design of bridges[M]. Beijing: China Communications Press, 2001: 20―86. (in Chinese)