Study on Anti-seismic Collapse of Reinforced Concrete Frame Structures

DOI

10.2991/icseee-16.2016.62How to use a DOI?

Keywords

reinforced concrete frame structure, anti-seismic collapse, numerical simulation, seismic performance, incremental dynamic analysis method

Abstract

The frame structure of reinforced concrete is a kind of structural form with good seismic performance. But the strong earthquake damage show that the RC frame structure under the large earthquakes will also be seriously collapsed and destroyed. In the case of strong earthquake, the RC frame structure may have insufficient anti-seismic collapse ability. In China, the seismic design of building structure is usually depended on seismic design under minor earthquake. It lack sufficient research on the anti-collapse analysis of strong earthquake. In this paper, incremental dynamic analysis method is adopted. The RC frame structure in zones with seismic intensity (0.15g) according to the Chinese Seismic Design Code is input seismic waves, the seismic response of the structure under frequent earthquake, rare earthquake and the huge earthquake was obtained and analyzed. The collapse mechanism of RC frame structure under huge earthquake is studied. The results can provide the references for anti-seismic collapse design of structure.

Copyright

© 2016, 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  - Yulan Wang
AU  - Ying Lei
AU  - Guanghui Zhang
AU  - Bo Li
AU  - Zhonggui Zhang
PY  - 2016/12
DA  - 2016/12
TI  - Study on Anti-seismic Collapse of Reinforced Concrete Frame Structures
BT  - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)
PB  - Atlantis Press
SP  - 335
EP  - 338
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-16.2016.62
DO  - 10.2991/icseee-16.2016.62
ID  - Wang2016/12
ER  -