A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS

SHI Yun; JING Denghu

doi:10.13204/j.gyjzG20101901

Volume 51 Issue 11

Mar. 2022

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SHI Yun, JING Denghu. A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 195-199. doi: 10.13204/j.gyjzG20101901

Citation:

SHI Yun, JING Denghu. A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 195-199. doi: 10.13204/j.gyjzG20101901

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A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS

doi: 10.13204/j.gyjzG20101901

SHI Yun,
JING Denghu^,

School of Civil Engineering, Southeast University,Nanjing 211189, China

Received Date: 2020-10-19
Available Online: 2022-03-29

Abstract

Abstract

Based on the test results of brick masonry walls strengthened with pre-stressed steel belts under horizonal monotonic and quasi-static loading, the failure criterion of anisotropic brick masonry walls under biaxial compression proposed by Ganz was used to analyze the test data, and the results from the theoretical calculation were closer to that from the test, which proved the feasibility of the calculation method. In addition, combined with the stress characteristics of brick masonry walls strengthened with pre-stressed steel belts, some suggestions were given for the ratio of horizontal compressive stress to horizontal compressive strength of brick masonry walls.
- pre-stressed steel belts,
- brick masonry wall,
- failure criteria,
- shear capacity,
- calculation method

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References(14)

References

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