Seismic performance study for reinforced concrete–steel plate composite coupling beam

DOI

10.2991/iccet-15.2015.27How to use a DOI?

Keywords

span-depth ratio; reinforced concrete steel plate composite coupling beam; regidity; ductility; energy dissipation capacity

Abstract

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.

Copyright

© 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/).

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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  - 10.2991/iccet-15.2015.27
ID  - Ge2015/11
ER  -