[1] 曹飒飒,孙 卓,闫聚考,等.一种墩底隔震高架桥梁结构体系[J].地震工程与工程振动,2017,37(5):162-168.
CAO SA-sa,SUN Zhuo,YAN Ju-kao,et al.Study of Base-isolated Viaduct System[J].Earthquake Engineering and Engineering Dynamics,2017,37(5):162-168.
[2]NEES/E-defense.Report of the Seventh Joint Planning Meeting of NEES/E-defense Collaborative Research on Earthquake Engineering[R].Berkeley:University of California,2010.
[3]YOSHIKAWA M,HAYASHI H,KAWAKITA S,et al.Construction of Benten Viaduct,Rigid-frame Bridge with Seismic Isolators at the Foot of Piers[J].Cement and Concrete Composites,2000,22(1):39-46.
[4]李曙光.梁桥墩顶隔震与墩底隔震减震效果比较研究[D].西安:长安大学,2004.
LI Shu-guang.A Comparative Study on the Effect of Top and Bottom Isolation of Beam Piers[D].Xi'an:Chang'an University,2004.
[5]KUNDE M C,JANGID R S.Seismic Behavior of Isolated Bridges:A-state-of-the-art Review[J].Electronic Journal of Structural Engineering,2003,3(2):140-169.
[6]韩 强,杜修力,刘文光,等.不同地震烈度下隔震连续梁桥模型振动台试验[J].中国公路学报,2008,21(6):50-56.
HAN Qiang,DU Xiu-li,LIU Wen-guang,et al.Shaking Table Test of Isolated Continuous Girder Bridge Model Under Different Earthquake Intensity Excitations[J].China Journal of Highway and Transport,2008,21(6):50-56.
[7]刘彦辉,谭 平,周福霖,等.高墩隔震连续梁桥地震模拟振动台试验[J].中国公路学报,2015,28(2):60-68,94.
LIU Yan-hui,TAN Ping,ZHOU Fu-lin,et al.Shaking Table Test for Seismic Simulation of Continuous Isolation Girder Bridge with High Piers[J].China Journal of Highway and Transport,2015,28(2):60-68,94.
[8]王志强,卫张震,魏红一,等.预制拼装联接件形式对桥墩抗震性能的影响[J].中国公路学报,2017,30(5):74-80.
WANG Zhi-qiang,WEI Zhang-zhen,WEI Hong-yi,et al.Influences of Precast Segmental Connector Forms on Seismic Performance of Bridge Pier[J].China Journal of Highway and Transport,2017,30(5):74-80.
[9]葛继平,闫兴非,王志强.灌浆套筒和预应力筋连接的预制拼装桥墩的抗震性能[J].交通运输工程学报,2018,18(2):42-52.
GE Ji-ping,YAN Xing-fei,WANG Zhi-qiang.Seismic Performance of Prefabricated Assembled Pier with Grouted Sleeve and Prestressed Reinforcements[J].Journal of Traffic and Transportation Engineering,2018,18(2):42-52.
[10]ROH H,REINHORN A M.Hysteretic Behavior of Precast Segmental Bridge Piers with Superelastic Shape Memory Alloy Bars[J].Engineering Structures,2010,32(10):3394-3403.
[11]ElGAWADY M A,SHA'LAN A.Seismic Behavior of Self-centering Precast Segmental Bridge Bents[J].Journal of Bridge Engineering,2011,16(3):328-339.
[12]MOTAREF S.Seismic Response of Precast Bridge Columns with Energy Dissipating Joints[D].Reno:University of Nevada at Reno,2011.
[13]ZHAO L U,BI K M,HAO H,et al.Numerical Studies on the Seismic Responses of Bridge Structures with Precast Segmental Columns[J].Engineering Structures,2017,151:568-583.
[14]吴倩芸,何文福,刘文光,等.铅芯橡胶隔震支座大变形硬化模型及隔震结构弹塑性分析研究[J].振动与冲击,2017,36(15):90-97.
WU Qian-yun,HE Wen-fu,LIU Wen-guang,et al.Large Deformation Hardening Model of Lead Rubber Bearings and Elastic-plastic Analysis for a Structure with Seismic Isolation[J].Journal of Vibration and Shock,2017,36(15):90-97.
[15]王景玄,王文达,魏国强.基于OpenSees 平台的钢管混凝土结构力学性能数值模拟[J].防灾减灾工程学报,2014(5):613-618,631.
WANG Jing-xuan,WANG Wen-da,WEI Guo-qiang.Numerical Simulation on Mechanical Performance of Concrete Filled Steel Tubular Structures Based on OpenSees Platform[J].Journal of Disaster Prevention and Mitigation Engineering,2014(5):613-618,631.
[16]孙治国,刘亚明,司炳君,等.基于OpenSEES的桩-土-桥墩相互作用非线性数值分析模型[J].世界地震工程,2018,34(4):67-74.
SUN Zhi-guo,LIU Ya-ming,SI Bing-jun,et al.Nonlinear Analysis Model for Pile-oil-pier Interaction Based on OpenSees Platform[J].World Earthquake Engineering,2018,34(4):67-74.
[17]布占宇,吴威业.预制拼装混凝土桥墩抗震性能拟静力循环加载试验[J].建筑科学与工程学报,2015,32(1):42-50.
BU Zhan-yu,WU Wei-ye.Experiment on Seismic Behavior of Precast Segmental Concrete Bridge Piers Under Quasi Static Cyclic Loading[J].Journal of Architecture and Civil Engineering,2015,32(1):42-50.
[18]KENT D C,PARK R.Flexural Members with Confined Concrete[J].Journal of the Structural Division,1971,97(7):1969-1990.
[19]MENEUOTTO M,PINTO P E.Method of Analysis for Cyclically Loaded R.C.Plane Frames Including Changes in Geometry and Non-elastic Behavior of Elements Under Combined Normal Force and Bending[C]//International Association for Bridge and Structural Engineering.Proceedings of IARSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads.Zurich:International Association for Bridge and Structural Engineering,1973:15-22.
[20]石 岩,王东升,孙治国.基于位移的中等跨径减隔震桥梁抗震设计方法[J].中国公路学报,2016,29(2):71-81.
SHI Yan,WANG Dong-sheng,SUN Zhi-guo.Displacement-based Seismic Design Method for Medium Span Bridges with Seismic Isolation[J].China Journal of Highway and Transport,2016,29(2):71-81.
[21]贾俊峰,赵建瑜,郭 扬,等.三维隔震连续梁桥模型结构地震模拟振动台试验[J].中国公路学报,2017,30(12):290-298.
JIA Jun-feng,ZHAO Jian-yu,GUO Yang,et al.Shaking Table Tests on Seismic Simulation of Three-dimensional Isolated Continuous Girder Bridges[J].China Journal of Highway and Transport,2017,30(12):290-298.
[22]孙 颖,陈天海,卓卫东,等.长周期地震动作用下隔震连续梁桥地震反应特性研究[J].工程力学,2016,33(增):244-250.
SUN Ying,CHEN Tian-hai,ZHOU Wei-dong,et al.Study on Seismic Response Characteristics of Isolated Continuous Bridges Under Long-period Ground Motion[J].Engineering Mechanics,2016,33(S):244-250.
[23]HEWES J T,PRIESTLEY M J N.Seismic Design and Performance of Precast Concrete Segmental Bridge Columns[R].San Diego:University of California,2002.