SHEAR FORMULA FOR DESIGN OF BRICK MASONRY WALL REINFORCED BY GFRP

Wang Quan-feng; Chai Zhen-ling; Huang Yi-hui; Yang Yong-xin; Zhang Yun-bo

doi:10.13204/j.gyjz200606026

Volume 36 Issue 6

Dec. 2014

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Wang Quan-feng, Chai Zhen-ling, Huang Yi-hui, Yang Yong-xin, Zhang Yun-bo. SHEAR FORMULA FOR DESIGN OF BRICK MASONRY WALL REINFORCED BY GFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 96-98,103. doi: 10.13204/j.gyjz200606026

Citation:

Wang Quan-feng, Chai Zhen-ling, Huang Yi-hui, Yang Yong-xin, Zhang Yun-bo. SHEAR FORMULA FOR DESIGN OF BRICK MASONRY WALL REINFORCED BY GFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 96-98,103. doi: 10.13204/j.gyjz200606026

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SHEAR FORMULA FOR DESIGN OF BRICK MASONRY WALL REINFORCED BY GFRP

doi: 10.13204/j.gyjz200606026

1.
College of Civil Engineering,Huaqiao University Quanzhou 362021

Received Date: 2005-12-10
Publish Date: 2006-06-20

Abstract

Abstract

Based on the experiment of eight pieces of brick masonry walls with pilaster strengthened by GFRP and one piece of normal masonry wall with pilaster, truss bar model of FRP and using for reference of code for seismic design of building( GB5001- 2001), it is proposed the simplified seismic design formula of shear capacity of brick masonry wall with pilaster reinforced by GFRP, which has a safety factor 2123, which fulfills the requiremetns of actual projects and can be used for further study or for project design.
- glass fiber reinforced polymer( GFRP),
- strengthen,
- brick masonry wall with pilaster,
- shear capacity