EXPERIMENTAL STUDY ON BRICK WALLS STRENGTHENED WITH SIDED LATTICED STEEL PLATE

Zhang Guangtai; Yu Xiaojun

doi:10.13204/j.gyjz201303026

Volume 43 Issue 3

Dec. 2014

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Zhang Yong, Chen Xihu, Li Huimin, Sheng Jinxi. EVALUATION OF OLD INDUSTRIAL BUILDING RENOVATION BASED ON EMERGY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 24-27. doi: 10.13204/j.gyjz201310006

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Zhang Guangtai, Yu Xiaojun. EXPERIMENTAL STUDY ON BRICK WALLS STRENGTHENED WITH SIDED LATTICED STEEL PLATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 125-128. doi: 10.13204/j.gyjz201303026

Citation:

Zhang Guangtai, Yu Xiaojun. EXPERIMENTAL STUDY ON BRICK WALLS STRENGTHENED WITH SIDED LATTICED STEEL PLATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 125-128. doi: 10.13204/j.gyjz201303026

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EXPERIMENTAL STUDY ON BRICK WALLS STRENGTHENED WITH SIDED LATTICED STEEL PLATE

doi: 10.13204/j.gyjz201303026

1.
School of Civil Engineering,Xinjiang University,Urumqi 830047,China

Received Date: 2012-07-10
Publish Date: 2013-03-20

Abstract

Abstract

Pseudo-static test of four walls with aspect ratio of 0.7 and 1.75 was carried out to study the improvement of seismic performance of sided latticed steel plate reinforced brick masonry wall,the wall failure characteristics and bearing capacity and deformation properties.Of which 2 walls were the reference ones,and the other two were sided lattice steel plate reinforced walls.The experimental results showed that the bearing capacity of side latticed steel plate reinforced brick wall of 0.7 aspect ratio increased by about 50%,basically no increase in wall bearing capacity of 1.75 aspect ratio,the deformation properties of reinforced wall were greatly improved.
- brick wall,
- sided latticed steel plate,
- seismic performance,
- pseudo-static test

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References(9)

References

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