Recent development of the CFST arch bridge in China

被引:0
|
作者
Zheng, ZF [1 ]
Chen, BC [1 ]
Wu, QX [1 ]
机构
[1] Fuzhou Univ, Fuzhou 350002, Peoples R China
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent years, the concrete-filled steel tubular (CFST) arch bridge has been developing rapidly in China. This paper introduces its rib section, structure type, and the construction method and so on with given examples..
引用
收藏
页码:205 / 212
页数:8
相关论文
共 50 条
  • [21] Suspending placement of steel tubular arch truss articulations of CFST arch bridge with large span
    Wei, Q.
    Yang, Q.
    Wuhan Gongye Daxue Xuebao/Journal of Wuhan University of Technology, 2001, 23 (04): : 78 - 79
  • [22] Research on Optimal Arch Rib Inclination of Large Span Highway CFST through Arch Bridge
    Liu, Zengwu
    Wu, Yuexing
    Wang, Chengwei
    Fan, Yonghui
    Luo, Chao
    Wang, Shaorui
    BUILDINGS, 2023, 13 (06)
  • [23] Study of alignment control method for installation of arch ribs of long span CFST arch bridge
    Gu, Ying
    Yao, Chang-Rong
    Li, Ya-Dong
    Kang, Ling
    Jie, Zhi-Yu
    Bridge Construction, 2014, 44 (01) : 107 - 113
  • [24] Prediction of construction cable forces of CFST arch bridge based on DNN
    Xie, Weiwei
    Zhou, Xiaohang
    Qin, Dayan
    Cao, Lu
    Tang, Ruikai
    STRUCTURES, 2024, 61
  • [25] Genetic searching for optimized closure state of CFST arch bridge construction
    Fan, JF
    Luo, Z
    Tong, QW
    DCABES 2004, Proceedings, Vols, 1 and 2, 2004, : 362 - 365
  • [26] Cable Force Calculation of Cable Hoisting of CFST Arch Bridge Research
    Jia, Yi
    Wei, Chaokuan
    Huang, Ziqiu
    Li, Qi
    Liao, Ping
    Lin, Wencong
    BUILDINGS, 2023, 13 (09)
  • [27] Fatigue Evaluation of CFST Arch Bridge Based on Vehicle-Bridge Coupling Vibration Analysis
    Hu, Wenliang
    Zhou, Bin
    Zheng, Xiaobo
    BUILDINGS, 2024, 14 (06)
  • [28] Impact factor characteristics of double parabolic arch ribs in a CFST arch bridge due to vehicle loads
    Wu, Dongyan
    Xie, Xu
    Lin, Guan
    PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON ARCH BRIDGES (ARCH '10), 2010, : 520 - 527
  • [29] Study on the Cracking Mechanism of Arch Foot of CFST Tied Arch Bridge Based on Multiscale Numerical Simulation
    Yang, Zeying
    Cai, Changhao
    Qu, Zhilin
    Wang, Chenghe
    Sun, Yinglin
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [30] Operational model identification and calibration of CFST arch bridge based on ambient excitation
    Zhang, D.-Y. (d56zhang@uwaterloo.ca), 2013, Tsinghua University (30):