[J].Earthquake Engineering and Structure Dynamic,1987 (15):711-729.
[2]
KARANTZIKIS M,SPYRAKOS C C.Seismic Analysis of Bridges Including Soil-abutment
[3]
[C]//Proceedings of the 12th World Congress on Earthquake Engineering.New Zealand:New Zealand Society for Earthquake Engineering,2000:2471.
[4]
GOEL R K.Earthquake Characteristics of Bridges with Integral Abutments.Journal of Structure Engineering
[5]
[J].ASCE,1997,123 (11):1435-1443.
[6]
彭大文,洪锦祥,郭爱民,等.无伸缩缝桥梁的动力特性计算与试验研究
[7]
[J].地震工程与工程振动,2005,25(2):72-76.PENG Dawen,HONG Jinxiang,GUO Aimin,et al.Dynamic Analysis and Field-test of Jointless Bridge
[8]
[J].Earthquake Engineering and Engineering Vibration,2005,25 (2):72-76.
[9]
彭大文,汪新惠,洪锦祥.无伸缩缝桥梁的动力特性研究
[10]
[J].地震工程与工程振动,2003,23(4):95-99.PENG Dawen,WANG Xinhui,HONG Jinxiang.Research on Dynamic Characteristics Jointless Bridges
[11]
[J].Earthquake Engineering and Engineering Vibration,2003,23 (4):95-99.
[12]
汪新惠.整体式桥台的无伸缩缝桥梁动力特性和地震反应研究
[13]
[D].福州:福州大学,2003.WANG Xinhui.Dynamic Performance of Jointless Integral Abutment Bridges
[14]
[D].Fuzhou:Fuzhou University,2003.
[15]
林志平,彭大文.整体式桥台桥梁设计与实践的发展现状
[16]
[J].世界桥梁,2005(4):13-17.LIN Zhiping,PENG Dawen.Development Status of Integral Abutment Bridges in Design and Practice
[17]
[J].World Bridges,2005(4):13-17.
[18]
彭大文,林志平,洪锦祥.无伸缩缝桥梁的研究与实践
[19]
[J].公路,2006(8):53-61.PENG Dawen,LIN Zhiping,HONG Jinxiang,Research and Practice for Jointless Bridges
[20]
[J].Highway,2006 (8):53-61.
[21]
[M].Beijing:China Communications Press,2001.
[22]
黄雨,唐益群,叶为民,等.桩土体系的有效应力地震反应计算方法研究
[23]
[J].地下空间,2000,20(3):166-170.WANG Yu,TANG Yiqun,YE Weimin,et al,Investigation on Calculation Method for Seismic Response of Effective Stress in Pile-soil System
[24]
[J].Underground Space,2000,20 (3):166-170.
[25]
考虑土-结构相互作用的排架结构抗震性能研究
[26]
[D].西安:西安建筑科技大学,2003.LIU Xiang.Studies on Anti-earthquake Capacity of Bent Structure under the Interaction of Ground-structure
[27]
[D].Xi'an:Xi'an University of Architecture and Technology,2003.
[28]
王克海,李茜.基于模态分析的Push-over方法在桥梁抗震分析中的应用
[29]
[J].铁道学报,2006,28(2):79-84.WANG Kehai,LI Qian.Mode-based Push-over Method Applied to Aseinaic Analysis of Bridge
[30]
[J].Journal of the China Railway Society,2006,28(2):79-84.
[31]
M J N普瑞斯特雷,F塞勃勒,G M卡尔维.桥梁抗震设计与加固
[32]
[M].北京:人民交通出版社,1997.PRIESTLEY M J N,SEIBEL F,CALVI G M,Seismic Design and Reinforcement of Bridges
[33]
[M].Beijing:China Communications Press,1997.
[34]
贺健.曲线梁桥的减隔震分析
[35]
[D].上海:同济大学,2000.HE Jian.Study on Seismic Response Reduction and Isolation of Curved Beam Bridge
[36]
[D].Shanghai:Tongji University,2000.
[37]
单德山,李乔.曲线弯梁桥振动分析方法
[38]
[J].土木工程学报,2005,38(10):61-65.SHAN Deshan,LI Qiao.Analytical Method of Vibration Analysis for Curved-girder Briages
[39]
[J].Journal of Civil Engineering,2005,38(10):61-65.
[40]
彭大文,汪新惠,洪锦祥.无伸缩缝桥梁的动力特性研究
[41]
[J].地震工程与工程振动,2003,23(4):95-99.PENG Dawen,WANG Xinhui,HONG Jingxiang.Research of Dynamic Characteristics of Jointless Bredges
[42]
[J].Earthquake Engineering and Engineering Vibration,2008,23(4):95-99.
[43]
黄庆伟.高墩大跨曲线连续刚构桥非线性地震反应分析
[44]
[D].成都:西南交通大学,2004.HUANG Qianwei.Nonlinear Earthquake Response Analysis of Curved Continuous Rigid Frame Bridge with High Piers and Long Spans
[45]
[D].Chendu:Southwest Jiaotong University,2004.
[46]
FARAJI S,TING J M,CROVO D S,et al.Nonlinear Analysis of Integral Bridges:Finite Element Model
[47]
[J].Journal of Geotechnical and Geoenvironmntal Engineering,2001,127(5):454-461.
[48]
DICLELI M.A Rational Design Approach for Prestressed-concrete-girder Integral Bridges
[49]
[J].Engineering Structure,2000 (22):230-245.
[50]
CROUSE C B,HUSHMAND B,MARTIN G R.Dynamic Soil-structure Interaction of a Single-span Bridge
[51]
中华人民共和国交通部.JTG/T B02-01-2008公路桥梁抗震设计细则
[52]
[S].北京:人民交通出版社,2008.P.R.China.Ministry of Communications.JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridges