IMBSEN R A.Use of Isolation for Seismic RetrofittingBridges ［J］.Journal of Bridge Engineering,2001,6(6):425-438．
[5]
TOBIAS D H,ANDERSON R E,HODEL C E,et al．Overview of Earthquake Resisting System Design andRetrofit Strategy for Bridges in Illinois ［J］.PracticePeriodical on Structural Design and Construction,2008,13(3):147-158．
[6]
夏修身,陈兴冲.铁路高墩桥梁基底摇摆隔震与墩顶减震对比研究［J］.铁道学报,2011,33(9):102-107．XIA Xiushen,CHEN Xingchong.Controlled Rocking andPier Top Seismic Isolation of Railway Bridge with Tall Piers［J］.Journal of the China Railway Society,2011,33(9):102-107 ．
[7]
江宜城,叶志雄,聂肃非,等.方形铅芯橡胶支座力学性能试验研究及隔震桥梁地震响应分析［J］.公路交通科技,2007,24(10):94-98．JIANG Yicheng, YE Zhixiong, NIE Sufei, et al．Experimental Study of Mechanical Properties of SquareLead Rubber Bearing and Seismic Response Analysis ofIsolated Bridge ［J］.Journal of Highway andTransportation Research and Development, 2007, 24(10):94-98．
[8]
王统宁,于泳波,马麟,等.地震作用下LRB 隔震桥梁碰撞临界间隙分析［J］.公路交通科技,2009,26(11):71-76．WANG Tongning,YU Yongbo,MA Lin,et al.Study onCritical Gap Length of Seismic Pounding for LRB IsolatedBridges ［J］.Journal of Highway and TransportationResearch and Developmen,2009,26(11):71-76．
[9]
周绪红,戴鹏,狄谨.曲线PC 箱梁桥隔震体系的非线性分析［J］.中国公路学报,2008,12(1):65-71．ZHOU Xuhong,DAI Peng,DI Jin.Nonlinear Analysis ofCurved Prestressed Concrete Box Girder Bridge withSeismic Isolation System ［J］.China Journal of Highwayand Transport,2008,12(1):65-71．
[10]
杜修力,韩强,刘文光.考虑双向耦合非线性的LRB隔震桥梁地震反应分析［J］.工程力学,2008,25(3):73-79．DU Xiuli, HAN Qiang, LIU Wenguang.NonlinearSeismic Responses of Isolation Bridges of LRB with Bi-directional Coupled Model ［J］.Engineering Mechanics,2008,25(3):73-79．
[11]
MOSQUEDA G,WHITTAKER A S, FENVES G L．Characterization and Modeling of Friction PendulumBearings Subjected to Multiple Components of Excitation［J］.Journal of Structural Engineering,2004,130(3):433-442．
[12]
吴陶晶,李建中,管仲国.双向耦合效应对FPS 隔震桥梁地震响应的影响［J］.振动与冲击,2011,30(2):119-122．WU Taojing, LI Jianzhong, GUAN Zhongguo.Bi-Directional Coupled Effect of Friction Pendulum System onSismic Responses of an Isolated Bridge ［J］.Journal ofVibration and Shock,2011,30(2):119-122．
