Geometric nonlinear analysis of the rib-hoisting for long-span CFST arch bridge

被引：0
|
作者：
Li, Shun-Guo [1 ]
Qu, Wei-Lian [1 ]
Lu, Zhe-An [1 ]
机构：
[1] Wuhan Univ Technol, Coll Civil Engn & Architecture, Wuhan 430070, Peoples R China
来源：
ADVANCES IN STRUCTURAL ENGINEERING:THEORY AND APPLICATIONS VOLS 1 AND 2 | 2006年
关键词：
CFST arch bridge; rib-hoisting; geometric nonlinear static analysis; construction control;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper is concentrated on the geometric nonlinear static analysis of the rib-hoisting for concrete filled steel tubular (CFST) long-span arch bridges. Applying the Updated Lagrangian Formulation (U. L. Formulation) a geometric nonlinear static finite element analysis program of cables, bars and beams is presented. Based on the progressive algorithm, the program of the finite element considering geometric nonlinear condition has been made to analyze the construction process of rib-hoisting for Nannidu Arch Bridge, which lies in Enshi city, Hubei province. The calculated value considering the nonlinear effect is very close to the measured value.
引用
收藏
页码：2058 / 2063
页数：6
相关论文
共 50 条
  • [31] Seismic vulnerability analysis of long-span CFST stiff-skeleton concrete arch bridges
    Wang Z.
    Zhao R.
    Wu X.
    Zhao C.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2023, 42 (16): : 72 - 81
  • [32] Analysis of Local Stresses in Arch-Tie Connection of Long-Span Network Arch Bridge
    Su, Qing-Tian
    Lu, Zhi-Wei
    Shao, Chang-Yu
    Zhou, Wei-Xiang
    Shen, Chong
    Bridge Construction, 2022, 52 (01) : 41 - 48
  • [33] An Experimental Analysis of the Evolution of Dynamic Parameters of a Long-Span Metal Arch Bridge
    Lopez, Juan A.
    Astiz, Miguel A.
    STRUCTURAL ENGINEERING INTERNATIONAL, 2014, 24 (01) : 8 - 19
  • [34] TIME-DEPENDENT BEHAVIOUR ANALYSIS OF LONG-SPAN CONCRETE ARCH BRIDGE
    Wang, Yongbao
    Zhao, Renda
    Jia, Yi
    Liao, Ping
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2019, 14 (02): : 227 - 248
  • [35] Spatial seismic response analysis of long-span steel truss arch bridge
    Chen, Dai-Hai
    Guo, Wen-Hua
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2010, 41 (04): : 1590 - 1596
  • [36] Ultimate Bearing Capacity Analysis of Long-span Continuous Stone arch Bridge
    Hu, Dalin
    Jiang, Kai
    Sun, Qixin
    Han, Lin
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 3800 - 3805
  • [37] Analysis of the bearing capacity of hoisting stand used in long-span steel truss arched bridge
    Wang, Yuan-Qing
    Jiang, Bo
    Zhang, Yong
    Shi, Yong-Jiu
    Qin, Jie
    Pan, Sheng-Lie
    Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2006, 22 (01): : 35 - 39
  • [38] CREEP CHARACTERISTICS OF CONCRETE USED IN LONG-SPAN ARCH BRIDGE
    Wang, Yongbao
    Zhao, Renda
    Jia, Yi
    Liao, Ping
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2019, 14 (01): : 18 - 36
  • [39] Full-scale Model Experimental Study on Hydration Heat Temperature Field of Long-span CFST Arch Rib Segment
    Zhou Q.
    Zhou J.
    Ren W.
    Yang J.
    Xin J.
    Wang J.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2024, 32 (02): : 546 - 567
  • [40] A Long-span Network Arch Bridge for Road and Rail Traffic
    Zhou, Weixiang
    Chen, Liang
    Shao, Changyu
    Wu, Xiao
    STRUCTURAL ENGINEERING INTERNATIONAL, 2022, 32 (02) : 211 - 215
12345