Stability safety assessment of long-span continuous girder bridges in cantilever construction

被引:2
|
作者
Hu, Feng [1 ,2 ]
Huang, Pingming [1 ]
Dong, Fenghui [3 ]
Blanchet, A. [4 ]
机构
[1] Changan Univ, Highway Coll, Xian, Shaanxi, Peoples R China
[2] Henan Transportat Res Inst Co Ltd, Zhengzhou, Henan, Peoples R China
[3] Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
[4] Univ Calif Davis, Dept Stat, Davis, CA 95616 USA
基金
中国国家自然科学基金;
关键词
Bridge engineering; overturning stability safety factor; inverse reliability theory; cantilever construction; long-span continuous girder bridges; uncertainty; target reliability index;
D O I
10.3233/JIFS-169725
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
The overturning stability issue of continuous girder bridges is critical so that it is necessary to obtain the true overturning stability performance. At present, the parameters uncertainties in the structure were neglected in the stability evaluation method of the long-span continuous girder bridges, which leads to the unknown safety level of the continuous girder bridges during the cantilever construction. Therefore, a calculating method for overturning stability safety factors of long-span continuous girder bridges in cantilever construction based on inverse reliability theory is presented in this paper. The proposed method is extended from the traditional deterministic form of safety factor, which considered influence of uncertainty factors among structure parameters was used to obtain safety factors through target reliability index based on inverse reliability theory. Overturning stability safety factor of long-span continuous girder bridges in cantilever construction and parameter sensitivity were assessed using the proposed method, as well as the reasonableness of longitudinal overturning stability safety factors was discussed. The results show that parameter uncertainties have a major effect on overturning stability safety factors of long-span continuous girder bridges in cantilever construction, ignoring parameter uncertainties will result in overestimation of overturning stability safety factors of long-span continuous girder bridges in cantilever construction, reasonable safety factor should be obtained based on target performance. The sum of the self-weight of the travelling form and the pouring segment has the most significant effect on the safety factor. It's critical to ensure a reasonable situation of the travelling form during the construction stage in case of falling. The resistant moment of the temporary support and the eccentric distance of the support also need to be handled carefully because of the remarkable effect. The proposed method is stable and reliable, which will be convergent to the same result from different initial value in spite of different iteration progress.
引用
收藏
页码:4027 / 4035
页数:9
相关论文
共 50 条
  • [1] LONG-SPAN PRECAST PRESTRESSED GIRDER BRIDGES
    LIBBY, JR
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1971, 16 (04): : 80 - &
  • [2] Proportioning of long-span truss and cantilever bridges
    Mayer, J
    JOURNAL OF THE FRANKLIN INSTITUTE, 1914, 177 : 35 - 64
  • [3] Checking Calculation Analysis for Construction of Long-span Steel Box Girder Bridges
    He, Li
    Zhu, Wenwei
    Mei, Shiqiang
    Xie, Xinji
    2018 INTERNATIONAL SEMINAR ON COMPUTER SCIENCE AND ENGINEERING TECHNOLOGY (SCSET 2018), 2019, 1176
  • [4] Intelligent safety assessment method for demolition construction of closure segment of long-span continuous rigid frame bridges
    Wang, Qiusheng
    Xian, Jianping
    Xiao, Jun
    Wang, Xing
    ADVANCES IN BRIDGE ENGINEERING, 2023, 4 (01):
  • [5] Proportioning of long-span truss anad cantilever bridges
    Mayer, J
    JOURNAL OF THE FRANKLIN INSTITUTE, 1913, 176 : 645 - 670
  • [6] Proportioning of long-span truss and cantilever bridges.
    Mayer, J
    JOURNAL OF THE FRANKLIN INSTITUTE, 1914, 177 : 169 - 186
  • [7] Reduction of Vibrations in Long-Span Continuous Girder Bridges with Pounding Tuned Mass Dampers
    Yao, Juncheng
    Zhou, Hekuan
    Zhu, Jiahua
    Huang, Liang
    Xu, Jianguo
    Li, Weiguo
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [8] Effects of Solar Temperature Gradient on Long-Span Concrete Box Girder during Cantilever Construction
    Song, XuMing
    Melhem, Hani
    Li, Jun
    Xu, QingYuan
    Cheng, LiJun
    JOURNAL OF BRIDGE ENGINEERING, 2016, 21 (03)
  • [9] Stability analysis of cantilever construction of the long-span rigid-frame bridge
    Zhu, Ying-Lei
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 2095 - 2099
  • [10] Aerodynamic stability of long-span box girder bridges and anti-vibration design considerations
    Saito, T
    Sakata, H
    JOURNAL OF FLUIDS AND STRUCTURES, 1999, 13 (7-8) : 999 - 1016