您当前的位置:
首页 >
文章列表页 >
Virtual static load test method for stiffness evaluation of main girder of long-span cable-stayed bridge under normal traffic
Civil Engineering | 更新时间:2025-12-24
    • Virtual static load test method for stiffness evaluation of main girder of long-span cable-stayed bridge under normal traffic

    • In the field of bridge engineering, experts have verified the feasibility of using virtual static load test method to evaluate the stiffness of the main beam of long-span cable-stayed bridges, providing a new solution for bridge safety assessment.
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 6, Pages: 177-184(2025)
    • DOI:10.11835/j.issn.2096-6717.2023.126    

      CLC: U446.1
    • Received:21 May 2023

      Published:25 December 2025

    移动端阅览

  • QI Xingjun,YANG Hongchao,ZHANG Bin,et al.Virtual static load test method for stiffness evaluation of main girder of long-span cable-stayed bridge under normal traffic[J].Journal of Civil and Environmental Engineering,2025,47(06):177-184. DOI: 10.11835/j.issn.2096-6717.2023.126.

  •  
  •  

0

Views

2

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Optimization of cable tension of cable-stayed bridges based on multi-objective particle swarm optimization algorithm
Research on seismic-reduction for cable-stayed bridges over kilometers under pulse earthquake action
Dynamic fingerprint and identification algorithm for damage diagnosis of cable stayed bridge based on pattern recognition
Optimal analysis of the lateral constraint systems for cable-stayed bridge in high intensity region

Related Author

Xuesong Liu
Yuping Zhang
Chuanxi Li
Zhenfeng Han
Aijun Ye
Jie Liu
Hailong Wang
Zhiguo Zhang

Related Institution

School of Infrastructure Engineering, Dalian University of Technology
CCCC Highway Bridges National Engineering Research Centre Co., Ltd.
Guangzhou Expressway Operation Management Co., Ltd.
School of Civil Engineering, Southwest Jiaotong University
Henan Rail Transit Research Institute Co., Ltd.
0