Research on dynamic characteristics of cable-stayed bridge
Authors
Kongliang Chen, Ronghui Wang
Corresponding Author
Kongliang Chen
Available Online May 2018.
- DOI
- 10.2991/iceesd-18.2018.186How to use a DOI?
- Keywords
- Cable-stayed bridge, Vibration, Bridge panel, Parametric Analysis
- Abstract
For three-tower cable-stayed bridge, the dynamic characteristics of the structure is studied by establishment of the finite element model. By changing structural parameters of thickness variation of the bridge panel and elastic modulus of concrete, some regularity of stiffness and dynamic properties is to find out in this article.
- 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 - Kongliang Chen AU - Ronghui Wang PY - 2018/05 DA - 2018/05 TI - Research on dynamic characteristics of cable-stayed bridge BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 1028 EP - 1032 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.186 DO - 10.2991/iceesd-18.2018.186 ID - Chen2018/05 ER -