Deformation Monitoring Analysis of Kilometer-Scale Bridge in Mountain Canyon - A Case Study of Kaizhou Lake Bridge
- DOI
- 10.2991/978-94-6463-514-0_56How to use a DOI?
- Keywords
- Mountainous canyon; Largescale bridge; Health monitoring; Deflection; Displacement
- Abstract
The complex and variable mountainous canyon environment has a significant impact on the operation of highway bridges. Taking the health monitoring of the Kaizhou Lake largescale bridge on the Weng’an-Kaiyang Expressway in Guizhou Province, China as an example, this paper analyzes the structural deformation regularity·of a kilometer-scale bridge in a mountainous canyon under the influence of wind environment changes within one year. It is found that the deformation and displacement of the main structures, such as the main beam and cable tower of the bridge, are larger in spring and winter when the temperature is low, but the overall deformation is within the controllable range, and the operation of the bridge is in good condition. Long and large suspension bridges are generally suitable for the transportation requirements of mountainous canyon areas.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Zongyuan Ma AU - Chenglong Xiang AU - Dejun Zhou AU - Zhijiang Fang AU - Siyang Yu PY - 2024 DA - 2024/09/28 TI - Deformation Monitoring Analysis of Kilometer-Scale Bridge in Mountain Canyon - A Case Study of Kaizhou Lake Bridge BT - Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024) PB - Atlantis Press SP - 581 EP - 589 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-514-0_56 DO - 10.2991/978-94-6463-514-0_56 ID - Ma2024 ER -