Study on Static and Dynamic Characteristics Analysis of Long Span Steel Concrete Composite Beam Cable-stayed Bridge
Wusheng Tian, Bin Liang, Xingliang Jin
Available Online April 2017.
- https://doi.org/10.2991/iceesd-17.2017.35How to use a DOI?
- Large span; steel concrete composite beam; static and dynamic characteristics; finite element;
- 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.
- 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 SP - 185 EP - 188 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 -