Stability Analysis of a Composite Girder Cable-stayed Bridge
Wusheng Tian, Bin Liang, Liang Lv
Available Online April 2017.
- https://doi.org/10.2991/iceesd-17.2017.34How to use a DOI?
- ANSYS; cable-stayed bridge; finite element; stability;
- The Gangjiang No.2 Bridge is studied as the research object. In this paper, a finite element model is established by using ANSYS finite element analysis software in the engineering background of the cable-stayed bridge with double cable plane steel. The results show that it can get the result of the second stablization analysis in different conditions, explaining the stability of the bridge. The stable data obtained in accordance with the relevant specifications, which can provide reference for the construction of similar cable stayed bridge in the future.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Wusheng Tian AU - Bin Liang AU - Liang Lv PY - 2017/04 DA - 2017/04 TI - Stability Analysis of a Composite Girder Cable-stayed Bridge BT - 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017) PB - Atlantis Press SP - 181 EP - 184 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-17.2017.34 DO - https://doi.org/10.2991/iceesd-17.2017.34 ID - Tian2017/04 ER -