Mechanical Analysis and Structure Health Monitoring of Congruence Beam Cable-stayed Bridge
Authors
Dejun Ji, Kejin Wang, Yongliang Wang
Corresponding Author
Dejun Ji
Available Online May 2018.
- DOI
- 10.2991/iceesd-18.2018.272How to use a DOI?
- Keywords
- Cable-stayed bridge; Finite element method; Structure response; Structure health monitoring
- Abstract
The Wajiatan Yellow river bridge is a congruence beam cable-stayed bridge, which was analyzed by finite element method to simulate the structure dynamic characteristics and structure response under different loads. By numerical simulations, the structure dangerous points and structure monitoring priorities can be obtained. The analysis results can be used to guide the arrangement of measurement gauges in bridge health monitoring.
- Copyright
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Dejun Ji AU - Kejin Wang AU - Yongliang Wang PY - 2018/05 DA - 2018/05 TI - Mechanical Analysis and Structure Health Monitoring of Congruence Beam Cable-stayed Bridge BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 1504 EP - 1508 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.272 DO - 10.2991/iceesd-18.2018.272 ID - Ji2018/05 ER -