Operational safety analysis of special vehicle driving through an extradosed bridge with curve shape Click Copy

Operational safety analysis of special vehicle driving through an extradosed bridge with curve shape

References:

[1] 韩江水,张 玲,袁 涌.斜拉桥抗震性能评价[J].西安科技大学学报,2013,33(2):131-135. HAN Jiang-shui,ZHANG Ling,YUAN Yong.Evaluation of seismic resistance capacity for cable-stayed bridge[J].Journal of Xi'an University of Science and Technology,2013,33(2):131-135.
[2]田中克弘,北田俊行.弾塑性有限変位解析によるニールセン·ローゼ橋および斜張橋の耐荷力照査法について[C]//鋼構造論文集.东京:日本钢构造协会,2001:39-49. TANAKA Katsuhiro,Tbshiyuki KITADA.Checking method for load carrying capacity of nielsen-lohse bridges and cable-stayed bridges through elasto-plastic and finite displacement analysis[C]//JSSC:Journal of Steel Structures & Construction.Tokyo:Steel Structure Association of Japan,2001:39-49.
[3] Seif S P,Dilger W H.Nonlinear analysis and collapse load of P/C cable-stayed bridges[J].Journal of Structural Engineering,2014,116(3):829-849.
[4] 伏魁先,刘学信.斜拉桥面内整体失稳分析[J].铁道学报,1993,15(4):74-79. FU Kui-xian,LIU Xue-xin.An analysis of cable-stayed bridges on global in-plane instability[J].Journal of Railway Society,1993,15(4):74-79.
[5] Ernst J H,Der E.Modul von seilen unter beruecksichtigung des durchhanges[J].Der Baningenieur,1965,40(2):52-55.
[6] 杨 勇.PC单索面斜拉桥极限承载力分析[D].上海:同济大学,1994. YANG Yong.Ultimate bearing capacity analysis of PC cable-stayed bridges with single plane[D].Shanghai:Tongji University,1994.
[7] 贺拴海,刘志文,宋一凡.斜拉桥的极限承载力分析[J].中国公路学报,2000,13(3):53-57. HE Shuan-hai,LIU Zhi-wen,SONG Yi-fan.Analysis for ultimate load capacity of cable-stayed bridges[J].China Journal of Highway and Transportation,2000,13(3):53-57.
[8] 梁 硕.肋板结构主梁混凝土斜拉桥相关屈曲极限承载力空间分析[J].土木工程学报,2001,34(5):45-51. LIANG Shuo.Three dimensional analysis for local overall interative bucking load[J].China Civil Engineering Jounal,2001,34(5):45-51
[9] 刘 刚.空间扭背索组合梁斜拉桥极限承载力分析[D].西安:长安大学,2010. LIU Gang.Analysis for ultimate bearing capacity of space-twisting cable hybrid girder cable-stayed bridge[D].Xi'an:Chang'an University,2010.
[10]GONG Jin-xin,ZHANG Yan-qing,HAN Shi.Ultimate bearing capacity of reinforced concrete slab carrying concentrated load[J].Journal of Engineering Mechanics,2011,137(12):877-886.
[11]贺拴海.桥梁结构理论与计算方法[M].北京:人民交通出版社,2003. HE Shuan-hai.Bridge structural theory and calculation method[M].Beijing:China Communication Press,2003.
[12]董水英,杨 飞,杨 昀.曲线部分斜拉桥边中跨比及主梁适宜刚度研究[J].公路交通科技,2012(10):71-77. DONG Shui-ying,YANG Fei,YANG Yun.Research of ratio of side span to central span and suitable stiffness of main beam of curved extradosed cable-stayed bridge[J].Journal of Highway and Transportation Research and Development,2012(10):71-77.
[13]刘昊苏,董 军,杨 昀.不同设计参数下曲线矮塔斜拉桥地震响应分析[C]//第21届全国结构工程学术会议论文集第Ⅱ册,2012:258-260. LIU Hao-su,DONG Jun,YANG Yun.Seismic analysis of curve extradosde cable-stayed bridge based on different design parameters[C]//21th National Conference on Structure Engineering,2012:258-260.
[14]杨 飞,杨 昀,王晓雷,等.曲线部分斜拉桥静、动力特性研究[J].公路交通科技:应用技术版,2012(10):166-171. YANG Fei,YANG Yun,Wang Xiao-lei,et al.Static and dynamic analysis of curved extradosed cable-stayed bridge[J].Journal of Highway and Transportation Research and Development:Application Version,2012(10):166-171.
[15]刘 凯.曲线部分斜拉桥的几个设计参数研究[D].西安:长安大学,2013. LIU Kai.Study on several design parameters of curve extradosde cable-stayed bridge[D].Xi'an:Chang'an University,2013.
[16]高 波,邓成刚,王立新,等.曲线部分斜拉桥空间稳定性能研究[J].公路,2014(7):14-21. GAO Bo,DENG Cheng-gang,WANG Li-xin,et al.Space stability study on curve extradosde cable-stayed bridge[J].Highway,2014(7):14-21.
[17]梁 田.曲线矮塔斜拉桥剪力滞效应研究[D].北京:北京建筑大学,2014. LIANG Tian.Study on shear lag effect of curve extradosde cable-stayed bridge[D].Beijing:Beijing University of Civil Engineering and Architecture,2014.
[18]肖荦彪,肖 伟.多塔斜拉桥温度场边界条件数值模拟[J].成都师范学院学报,2013,29(7):118-121. XIAO Luo-biao,XIAO Wei.Numberical simulation on boundary conditions of temperature field in multi-pylons cable stayed bridges[J].Journal of Sichuan College of Education,2013,29(7):118-121.
[19]李宏江,王荣霞,王 磊.在役预应力混凝土斜拉桥的结构状态模拟[J].中外公路,2013,(1):154-158. LI Hong-jiang,WANG Rong-xia,WANG Lei.Simulation on structural state of PC cable-stayed bridges in service[J].Journal of China & Foreign Highway,2013,(1):154-158.
[20]陈玉刚,赵启华,樊启武.黄龙带曲线矮塔斜拉桥主墩及索塔设计[J].四川建筑,2015,35(1):132-134. CHEN Yu-gang,ZHAO Qi-hua,FAN Qi-wu.Main pier and cable tower design of curve extradosde cable-stayed bridge[J].Sichuan Architecture,2015,35(1):132-134.

Memo

收稿日期:2015-10-22 责任编辑:李克永 基金项目:中国博士后基金项目(2015M572511); 广东省交通运输厅科技项目(科技-2014-02-017); 中央高校基本科研业务费资助项目(310821153306) 通讯作者:王凌波(1984-),女,陕西西安人,工学博士(博士后),副教授,E-mail:Dr.wlb@qq.com