EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF BRICK MASONRY WALL WITH PILASTER REINFORCED BY GFRP WITH "THROUGH-WALL" ANCHOR

Wang Quanfeng; Chai Zhenling; Wang Lingyun; Luo Yi

doi:10.13204/j.gyjz201206015

Volume 42 Issue 6

Dec. 2014

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Wang Quanfeng, Chai Zhenling, Wang Lingyun, Luo Yi. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF BRICK MASONRY WALL WITH PILASTER REINFORCED BY GFRP WITH 'THROUGH-WALL' ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 65-71. doi: 10.13204/j.gyjz201206015

Citation:

Wang Quanfeng, Chai Zhenling, Wang Lingyun, Luo Yi. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF BRICK MASONRY WALL WITH PILASTER REINFORCED BY GFRP WITH "THROUGH-WALL" ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 65-71. doi: 10.13204/j.gyjz201206015

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EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF BRICK MASONRY WALL WITH PILASTER REINFORCED BY GFRP WITH "THROUGH-WALL" ANCHOR

doi: 10.13204/j.gyjz201206015

1.
1. College of Civil Engineering,Huaqiao University,Quanzhou 362021,China;
2.
2. College of Urban Construction and Safety Engineering,Shanghai Institute of Technology,Shanghai 201418,China

Received Date: 2011-08-10
Publish Date: 2012-06-20

Abstract

Abstract

It was carried out an experimental research on seismic performance of brick masonry walls with pilasterreinforced by glass GFRP whenthrough-wall anchors were used. By carrying out the experiment of six pieces ofbrick masonry walls with pilaster strengthened by GFRP and three pieces of masonry wall with through-wallanchor under low reversed cyclic loading, the failure characteristic of every wall was explained ; Seismicperformances such as resilience, rigidity and its degeneration, deformation, energy consumption ifthrough-wallanchors were taken or not. The test results showed that using through-wall anchors could decrease rigiditydegeneration of the wall; through-wall anchors had some influence on deformation of the wall, and was betterthan strengthening modes; Usingthrough-wall anchors had little influence on energy consumption of the wallsunder the ultimate load, but was another thing under the ultimate displacement.
- glass fiber reinforced polymer (GFRP),
- reinforcement,
- brick masonry wall with pilaster,
- "through –wall" anchor,
- seismic performance

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References(10)

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