EXPERIMENTAL STUDY ON LOW STRENGTH CAVITY WALLS STRENGTHENED WITH HIGH STRENGTH STEEL WIRE AND POLYMER MORTAR

Wang Zhuolin; Jiang Lixue

doi:10.13204/j.gyjz201111013

Volume 41 Issue 11

Dec. 2014

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Wang Zhuolin, Jiang Lixue. EXPERIMENTAL STUDY ON LOW STRENGTH CAVITY WALLS STRENGTHENED WITH HIGH STRENGTH STEEL WIRE AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 60-65. doi: 10.13204/j.gyjz201111013

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Wang Zhuolin, Jiang Lixue. EXPERIMENTAL STUDY ON LOW STRENGTH CAVITY WALLS STRENGTHENED WITH HIGH STRENGTH STEEL WIRE AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 60-65. doi: 10.13204/j.gyjz201111013

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EXPERIMENTAL STUDY ON LOW STRENGTH CAVITY WALLS STRENGTHENED WITH HIGH STRENGTH STEEL WIRE AND POLYMER MORTAR

doi: 10.13204/j.gyjz201111013

Wang Zhuolin^1,2,
Jiang Lixue^1,2

1.
1. Shanghai Research Institute of Building Sciences,Shanghai 200032,China;
2.
2. Shanghai Key Laboratory of New Technology for Engineering Structures,Shanghai 200032,China

Received Date: 2010-12-28
Publish Date: 2011-11-20

Abstract

Abstract

One unstrengthened low strength cavity wall and three cavity walls strengthened with high strength steel wire and polymer mortar were tested under low frequency cyclic horizontal load.The failure mode,ultimate strength,hysteresis loops,stiffness degradation,and energy dissipation of these walls were analyzed.The test results showed that the bearing capacity and deformability of the strengthened cavity walls increased significantly;the initial stiffness was improved and the stiffness degradation was retarded.The shear bearing capacities of cavity walls before and after strengthening were calculated using empiric formulas and the calculation results were close to experimental results.
- cavity wall,
- high strength steel wire,
- polymer mortar,
- low frequency cyclic horizontal load test,
- strengthening

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References(11)

References

葛学礼,朱立新,于文,等.江西九江-瑞昌 M5.7级地震空斗砖墙房屋震害分析[J].工程抗震与加固改造,2006,28 (1):10-17.

[2] 葛学礼,朱立新.浙江文成地震村镇空斗墙建筑震害分析[J].工程抗震与加固改造,2006,28(6):106-109.

[3] 王亚勇,姚秋来,王忠海,等.高强钢绞线网-聚合物砂浆复合面层加固砖墙的试验研究[J].建筑结构,2005,35(8):?36-40.

[4] 张蔚,李爱群,姚秋来,等.高强钢绞线网-聚合物砂浆抗震加固既有建筑砖墙体试验研究[J].建筑结构学报,2009,30 (4):55-60.

[5] 杨建平,李爱群,王亚勇,等.高强钢绞线-聚合物砂浆加固低强度砖砌体的试验研究[J].防灾减灾工程学报,2008,28 (4):473-478.

[6] JGJ 10196建筑抗震试验方法规程[S].

[7] GBJ 388砌体结构设计规范[S].

[8] 施楚贤.砌体结构理论与设计[M].2版.北京:中国建筑工业出版社,2003:51-143.

[9] 骆万康,朱希诚,廖春盛.砖砌体剪压复合受力相关性与抗剪摩擦系数的取值.工程力学,1997(增刊1):249-257.

[10] 徐明刚,邱洪兴,傅传国.高强钢绞线网聚合物砂浆加固砖墙受剪承载力计算新方法[J].建筑科学,2008,24(5):71- 72.

[11] GB 500102002混凝土结构设计规范[S].

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