您当前的位置：
首页 >
文章列表页 >
Temperature coupling effects and cable force prediction of cable-stayed bridge with steel arch tower
Civil Engineering | 更新时间：2024-08-15

    • Temperature coupling effects and cable force prediction of cable-stayed bridge with steel arch tower

    • “The latest research has revealed the influence of environmental temperature changes on the load-bearing components of steel arch tower cable-stayed bridges. Through finite element models and long short-term memory neural networks, a temperature cable force prediction model has been established, providing a new solution for bridge safety monitoring.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 2, Pages: 146-153(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.142    

      CLC： U443.38

    • Received：08 September 2022，

      Published：25 April 2024

    移动端阅览

  • FANG Shengen,QIN Jindong,ZHANG Wei,et al.Temperature coupling effects and cable force prediction of cable-stayed bridge with steel arch tower[J].Journal of Civil and Environmental Engineering,2024,46(02):146-153. DOI： 10.11835/j.issn.2096-6717.2022.142.

  •  
  •  

0

Views

8

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

Flexural performance of prestressed RC-UHPC composite box girder
Crack resistance of prestressed RC-UHPC composite box girder
Fatigue crack growth of Q550E high strength steel and welded joint
Research status and prospect of assembled RC piers
Image segmentation method of bridge crack repair traces based on Poisson-noise and bilateral-filtering algorithm

Related Author

JI Bangchong
ZHAO Jinbing
LIN Jianfan
LIN Shangshun
YANG Yang
XIA Zhanghua
XIA Zhanghua
ZHAO Jinbing

Related Institution

Haoyao Times (Fujian) Group Co., Ltd.
Fujian Provincial Transportation Research Institute Co., Ltd
Fujian Provincial Key Laboratory of Civil Engineering New Technology and Information Technology, Fujian University of Technology
School of Civil Engineering, Fuzhou University
Haoyao Times (Fujian) Group Co., Ltd
0