Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

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

Authors
Nan Ge, Jiangshan Yue, Miaojun Qin
Corresponding Author
Nan Ge
Available Online November 2015.
DOI
https://doi.org/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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Volume Title
Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
978-94-6252-134-6
ISSN
2352-5401
DOI
https://doi.org/10.2991/iccet-15.2015.27How to use a DOI?
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/).

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  -