Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)

Study on Static and Dynamic Characteristics Analysis of Long Span Steel Concrete Composite Beam Cable-stayed Bridge

Authors
Wusheng Tian, Bin Liang, Xingliang Jin
Corresponding Author
Wusheng Tian
Available Online April 2017.
DOI
https://doi.org/10.2991/iceesd-17.2017.35How to use a DOI?
Keywords
Large span; steel concrete composite beam; static and dynamic characteristics; finite element;
Abstract
The Gangjiang No.2 Bridge is studied as the research object. The three-dimensional finite element bridge model is established with ANSYS 15.0 about static and dynamic characteristics of the bridge. The main girder and the main tower stress have enough safety storage, which can meet the specification requirements. The results show that the first order of the bridge vibration period is 4.2158s,which is small to the general cable-stayed bridge. But the girder vertical bending, distortion occurs earlier than the steel - concrete cable-stayed bridge with high integral rigidity. It is sensitive to wind load, seismic force.
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Proceedings
2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
Part of series
Advances in Engineering Research
Publication Date
April 2017
ISBN
978-94-6252-328-9
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceesd-17.2017.35How to use a DOI?
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  - Xingliang Jin
PY  - 2017/04
DA  - 2017/04
TI  - Study on Static and Dynamic Characteristics Analysis of Long Span Steel Concrete Composite Beam Cable-stayed Bridge
BT  - 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
PB  - Atlantis Press
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-17.2017.35
DO  - https://doi.org/10.2991/iceesd-17.2017.35
ID  - Tian2017/04
ER  -