• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 1
Feb.  2022
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Article Contents
SU Qiwang, LI Yi, BU Qingtao, CHENG Quanlin, HANI Meree. Experimental Study on Seismic Behavior of Fired Hollow Bricks Infilled Reinforced Concrete Frame with Horizontal Slip Layers[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 223-228, 234. doi: 10.3969/j.issn.0258-2724.20200278
Citation: SU Qiwang, LI Yi, BU Qingtao, CHENG Quanlin, HANI Meree. Experimental Study on Seismic Behavior of Fired Hollow Bricks Infilled Reinforced Concrete Frame with Horizontal Slip Layers[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 223-228, 234. doi: 10.3969/j.issn.0258-2724.20200278

Experimental Study on Seismic Behavior of Fired Hollow Bricks Infilled Reinforced Concrete Frame with Horizontal Slip Layers

doi: 10.3969/j.issn.0258-2724.20200278
  • Received Date: 10 May 2020
  • Rev Recd Date: 21 Jul 2020
  • Available Online: 15 Sep 2020
  • Publish Date: 15 Sep 2020
  • In order to reduce the damage degree of masonry infills and improve their deformation recoverability under earthquake, based on the failure mechanism of infill walls of reinforced concrete frames, a structural measure of installing horizontal slip layers (HSLs) in masonry infills constructed by hollow bricks is put forward. Two groups of full-scale HSL-specimens were manufactured and tested under quasi-static loads to study the seismic behaviors of HSL-frame structures. A calculation method for measuring the damage degree of infills is proposed and their damage degree after adding HSLs are compared. Results show that after HSLs are added in the hollow brick infills, the diagonal bracing effect of the infill walls is weakened. With the HSLs, the failure mode of the infill walls changes from diagonal failure to sliding failure, the energy dissipation capacity of frames increases, and the damage degree of the infills and their residual deformation are decreased significantly. In our experiment, the residual deformation decreased by 27% and the failure ratio decreased by more than 93%.

     

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