Research on Seismic Performance of Reinforced Concrete Shear Wall Structure

DOI

10.2991/icmse-15.2015.10How to use a DOI?

Keywords

Shear wall Structure dynamic characteristic Seismic performance shaking-table test

Abstract

The seismic performance of 7-story reinforced concrete shear wall structure is studied, by the shaking table test of the reduced-scaled model. Two test conditions are considered, namely, fixed base and considering soil structure interaction. Under above two conditions, the acceleration time history response of model structure is obtain by test. Based on the time-history response , spectrum analysis is carried out, the dynamic characteristics of model structure are studied. The Finite Element Model of actural structure is established by ANSYS. The dynamic characteristics and time history response of actural structure under seismic action are studied. By comparing the experiment results and numerical analysis results under the fixed-base condition, the rationality of the method of ANSYS finite element numerical analysis is verified.

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  - Zheng Li
AU  - Heng Zhou
AU  - Li Qin
PY  - 2015/12
DA  - 2015/12
TI  - Research on Seismic Performance of Reinforced Concrete Shear Wall Structure
BT  - Proceedings of the 2015 6th International Conference on Manufacturing Science and Engineering
PB  - Atlantis Press
SP  - 49
EP  - 55
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmse-15.2015.10
DO  - 10.2991/icmse-15.2015.10
ID  - Li2015/12
ER  -