Stability Analysis of a Composite Girder Cable-stayed Bridge

DOI

10.2991/iceesd-17.2017.34How to use a DOI?

Keywords

ANSYS; cable-stayed bridge; finite element; stability;

Abstract

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.

Copyright

© 2017, 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/).

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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  - Proceedings of the 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  - 10.2991/iceesd-17.2017.34
ID  - Tian2017/04
ER  -