Experimental Study on Seismic Behavior of High Strength Concrete Short Columns with High Axial Load Ratio

DOI

10.2991/iccet-15.2015.22How to use a DOI?

Keywords

high strength concrete; hysteretic characteristic; ductility; axial load ratio; stirrup ratio; earthquake resistant behavior

Abstract

In order to research feasibility of high strength concrete applied to the framed structure of large-scale firepower plant, the 3 high-strength concrete short columns are experimentally researched. The results show that the stirrup ratio increases, the hysteretic curves of columns increasingly become full; the absorbed earthquake energy increases; the ductility and seismic performance also increased; the composite hoop columns always have good ductility as they fails.

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  - Guojun Zhang
AU  - Benliang Liang
AU  - Boquan Liu
PY  - 2015/11
DA  - 2015/11
TI  - Experimental Study on Seismic Behavior of High Strength Concrete Short Columns with High Axial Load Ratio
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 112
EP  - 115
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.22
DO  - 10.2991/iccet-15.2015.22
ID  - Zhang2015/11
ER  -