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Volume 31 Issue 3
Jun.  2018
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Article Contents
Journal of Southwest Jiaotong University  > 2018  >  53(3): 500-507.
WANG Yuzhuo, HUANG Ying, WANG Huimin, FU Chuanguo. Experiment Research on Seismic Behavior of Steel Reinforced Concrete Shear Walls of Concealed Bracings[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 500-507. doi: 10.3969/j.issn.0258-2724.2018.03.010
Citation: WANG Yuzhuo, HUANG Ying, WANG Huimin, FU Chuanguo. Experiment Research on Seismic Behavior of Steel Reinforced Concrete Shear Walls of Concealed Bracings[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 500-507. doi: 10.3969/j.issn.0258-2724.2018.03.010
shu

Experiment Research on Seismic Behavior of Steel Reinforced Concrete Shear Walls of Concealed Bracings

doi: 10.3969/j.issn.0258-2724.2018.03.010
  • Received Date: 20 Dec 2016
  • Publish Date: 01 Jun 2018
    Abstract
  • Three steel reinforced concrete shear walls with concealed bracings and one common concrete shear wall were tested under a low cyclic reversed load condition to investigate the seismic behaviour and the effect of having a different number of concealed bracings. The failure characteristics of steel reinforced concrete shear wall specimens were comparatively analysed. These failure characteristics included bearing capacity, stiffness, ductility, hysteretic behaviour, and energy dissipation capacity. The test indicated that the cracks of steel reinforced concrete shear wall specimens were narrower and distributed more widely than the common shear shear wall specimens. Also, the plastic hinge and hysteresis curve developed more fully, and energy dissipation capacity was improved significantly. Compared to a common shear wall, the yield load and ultimate load of the steel reinforced concrete shear wall were increased by 88.76% and 91.97%, respectively. In addition, the limit displacement angle was increased by 26.67%. Furthermore, the seismic capacity was improved significantly.

     

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