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Author:

Yaohong, Wang (Yaohong, Wang.) | Dingyan, Wu (Dingyan, Wu.) | Wanlin, Cao (Wanlin, Cao.) (Scholars:曹万林)

Indexed by:

EI Scopus

Abstract:

In this paper, two low-rise shear wall specimens are tested on the shaking table, one is shear wall with CFST frame and embedded steel-plate, the other one is no concrete outside the steel-plate in comparison of the first one. The reduced scale of the two specimens is 1/12. The seismic wave “Taft” is input in the shaking table test. Based on the experiment, the author conducts the time history analysis (including elastic stage and plastic stage) of the specimens. The calculated results and measured results are compared. © Yaohong et al.; Licensee Bentham Open.

Keyword:

Seismology Shear walls

Author Community:

  • [ 1 ] [Yaohong, Wang]Civil Engineering Institute, Inner Mongolia University of Technology, Hohhot, Inner Mongolia, China
  • [ 2 ] [Dingyan, Wu]Asia-pacific Institute of Construction SciTech Information Co., Ltd, Beijing, China
  • [ 3 ] [Wanlin, Cao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

Reprint Author's Address:

  • [yaohong, wang]civil engineering institute, inner mongolia university of technology, hohhot, inner mongolia, china

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Related Keywords:

Source :

Open Civil Engineering Journal

Year: 2015

Issue: 1

Volume: 9

Page: 861-866

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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