Seismic performance study for reinforced concrete–steel plate composite coupling beam
- https://doi.org/10.2991/iccet-15.2015.27How to use a DOI?
- span-depth ratio; reinforced concrete steel plate composite coupling beam; regidity; ductility; energy dissipation capacity
With finite element software ADINA, numerical models were presented for reinforced concrete-steel plate composite coupling beams, under span-depth ratio of 2.5:1,2.0:1 and 1.5:1, plus steel thickness of 8mm and 12mm, in order to study its seismic performance. Results show that reinforced concrete-steel plate composite coupling beams exhibit good seismic performance in ductility, energy dissipation capacity. It is considered that good effect could be expected for reinforced concrete-steel plate composite coupling beams when span-depth ratio is less than 1.5.
- © 2015, 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 - Nan Ge AU - Jiangshan Yue AU - Miaojun Qin PY - 2015/11 DA - 2015/11 TI - Seismic performance study for reinforced concrete–steel plate composite coupling beam BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 135 EP - 139 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.27 DO - https://doi.org/10.2991/iccet-15.2015.27 ID - Ge2015/11 ER -