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Author:

Zhang, J.-W. (Zhang, J.-W..) (Scholars:张建伟) | Chi, Y.-Z. (Chi, Y.-Z..) | Cao, W.-L. (Cao, W.-L..) (Scholars:曹万林) | Dong, H.-Y. (Dong, H.-Y..)

Indexed by:

Scopus PKU CSCD

Abstract:

In order to ascertain the dynamic performance of the low-rise recycled aggregate concrete (RAC) shear wall with concealed bracings, the shaking table tests of three RC shear wall models, including a natural aggregate concrete shear wall and two RAC shear walls with or without concealed bracings, were carried out. The natural frequency, dynamic response of acceleration, response of displacement, as well as the failure patterns of three models at different loading stages were measured and compared on the basis of the tests. The finite element nonlinear time-history response analysis was also conducted, and the analysis results agreed well with the experimental results. The results show that the natural frequency of low-rise RAC shear walls is slightly lower than that of the natural aggregate concrete shear wall. The aseismic capacity of RAC shear wall is able to achieve the level as the natural aggregate concrete shear wall by setting up concealed bracings inside the wall.

Keyword:

Aseismic capacity; Concealed bracing; Low-rise shear wall; Recycled aggregate concrete (RAC); Shaking table test

Author Community:

  • [ 1 ] [Zhang, J.-W.]Key Lab. of Urban Security and Disaster Engineering MOE, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Chi, Y.-Z.]Key Lab. of Urban Security and Disaster Engineering MOE, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Cao, W.-L.]Key Lab. of Urban Security and Disaster Engineering MOE, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Dong, H.-Y.]Key Lab. of Urban Security and Disaster Engineering MOE, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • 张建伟

    [Zhang, J.-W.]Key Lab. of Urban Security and Disaster Engineering MOE, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2013

Issue: 8

Volume: 39

Page: 1179-1186

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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