参考文献/References:
[1] Dicleli M, Bruneau M. Seismic performance of multispan simply supported slab-on-girder steel highway bridges[J]. Engineering Structures, 1995, 17(1):4-14.
[2] Luo Rudeng, Ye Meixin, Mo Chaoqing. The comparison study on valuing method of the stiffness on the direction of horizontal static constraint of support in seismic finite element analysis on bridges[J]. Journal of Railway Science and Engineering, 2008, 5(2):23-28.(in Chinese)
罗如登, 叶梅新, 莫朝庆. 桥梁支座水平静力约束方向抗震中的弹簧刚度取值方法对比研究[J]. 铁道科学与工程学报,2008, 5(2):23-28.
[3] Saiidi M, Randall M, Maragakis E A, et al. Seismic restrainer design methods for simply supported bridges[J]. Journal of Bridge Engineering, 2001, 6(5):307-315.
[4] Yang Fengli, Zhong Tieyi, Xia He. Study on optimization of the design parameter of seismic absorption and isolation bearing for railway simple supported beam bridges[J]. Journal of the China Railway Society, 2006, 28(3): 128-132.(in Chinese)
杨风利, 钟铁毅, 夏禾. 铁路简支梁桥减隔震支座设计参数的优化研究[J].铁道学报,2006, 28(3): 128-32.
[5] Huang Yan, Yan Guiping, Liu Lin. Effects of rail restraints on longitudinal seismic response of railway bridges[J]. Journal of the China Railway Society, 2002, 24(5):124-128.(in Chinese)
黄艳, 阎贵平, 刘林. 轨道约束对铁路桥梁纵向地震反应特性的影响[J]. 铁道学报,2002, 24(5):124-128.
[6] James C, Phillip Y, John D O. Seismic retrofitting manual for highway structure[R]. FHWA-HRT-06-032. New York(USA): State University of New York, 2006.
[7] JTG/TB02—01—2008 Guidelines for seismic design of highway bridges[S].(in Chinese)
JTG/TB02—01—2008公路桥梁抗震设计细则[S].
[8] Jiang Lizhong, Shao Guangqiang, Jiang Jingjing, et al. Experimental study on seismic performance of solid piers with rounded ended cross section in high-speed railway[J]. China Civil Engineering Journal, 2013,46(3): 86-95.(in Chinese)
蒋丽忠, 邵光强, 姜静静,等. 高速铁路圆端形实体桥墩抗震性能试验研究[J]. 土木工程学报, 2013,46(3): 86-95.
[9] Priestley M J N, Seible F. Seismic design and retrofit of bridges[M]. New York (USA): John Wiley & Sons Inc,1996.
[10] Zhu Wenzheng, Xu Zhonggen. Design method for seismic blocks of an isolation bridge[J]. Journal of Civil Engineering and Management, 2011, 28(3):407-411.(in Chinese)
朱文正, 徐忠根. 隔震桥梁横桥向挡块设计研究[J]. 土木工程与管理学报,2011, 28(3):407-411.
[11] Eunsoo C. Seismic analysis and retrofit of mid-America bridges[D]. Georgia (USA): Georgia Institute of Technology,2002.
[12] Shamsabadi A, Rollins K M, Kapuskar M. Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007,133(6):707-720.
[13] Ye Meixin, Tao Lu, Luo Rudeng, et al. Influence of pile- soil strueture interaction on anti-seismic performance of continuous bridge[J]. Science and Technology of West China, 2007(12):1-4.(in Chinese)
叶梅新,陶路,罗如登. 桩-土结构相互作用对连续梁桥抗震性能的影响[J]. 中国西部科技,2007(12):1-4.
[14] GB 50011—2010 Code for seismic design of buildings[S].(in Chinese)
GB 50011—2010 建筑抗震设计规范[S].
[15] Yang Fengli, Zhong Tieyi, Xia He. Study on variation effect of foundation elastic stiffness to seismic responses of railway simply supported beam bridge[J]. China Safety Science Journal, 2004, 14(11): 100-103.(in Chinese)
杨风利,钟铁毅,夏禾. 基础弹性刚度对铁路简支梁桥地震响应的影响研究[J]. 中国安全科学学报,2004, 14(11): 100-103.
[16] Padgett J E, Reginald D. Three-dimensional nonlinear seismic performance evaluation of retrofit measures for typical steel girder bridges[J]. Engineering Structures, 2008, 30(10):1869-1878.
[17] Zhu Wenzheng, Liu Jianxin. Research on unseating prevention device for highway bridges[J]. Journal of Highway and Transportation Research and Development, 2009, 26(4):68-72.(in Chinese)
朱文正, 刘健新. 公路桥梁连梁装置研究[J]. 公路交通科技, 2009, 26(4):68-72.
[18] Turkington D H, Carr A J, Cooke N, et al. Seismic design of bridges on lead-rubber bearings[J]. Journal of Structural Engineering, 1989,115(12): 3000-3016.
[19] Zhu Dongsheng, Lao Yuanchang. Research on some design parameters of seismically isolated bridges[J]. China Civil Engineering Journal, 2000,33(5):53-56.(in Chinese)
朱东生,劳远昌. 隔震桥梁设计参数研究[J].土木工程学报,2000,33(5):53-56.
[20] Zhu Wenzheng, Liu Jianxin. Influence of lead rubber bearing on earthquake resisting behavior of bridges[J]. Journal of Chang’an University Natural Science Edition, 2004, 24(1):48-51.(in Chinese)
朱文正,刘健新. 铅销橡胶支座对桥梁抗震性能的影响[J]. 长安大学学报自然科学版,2004, 24(1): 48-51.
[21] Zhou Yadong, Zhu Wenzheng, Hu Zhaotong, et al. Evaluation method of aseismic effect of lead rubber bearing used in continuous beam bridge[J]. Journal of the China Railway Society, 2008, 30(8):59-64.(in Chinese)
周亚栋, 朱文正, 胡兆同,等. 连续梁桥铅销橡胶支座减震效果的评定方法[J]. 铁道学报,2008, 30(8):59-64.
[22] Liu Lin, Zhang Peng. Seismic evaluation of an existing rein- forced concrete bridge with tall piers[J]. Municipal Engineering Technology, 2005,23(s):108-116.(in Chinese)
刘林, 张鹏.一座既有混凝土高墩桥梁的抗震评估[J].市政技术, 2005,23(s):108-116.
[23] Mori A, Moss P J, Cooke N, et al. The behavior of bearings used for seismic isolation under shear and axial load[J]. Earthquake Spectra, 1999, 15(2):199-244.
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