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碳纤维布抗震加固砖砌体墙的试验研究
引用本文:潘华,邱洪兴,朱星彬.碳纤维布抗震加固砖砌体墙的试验研究[J].建筑结构,2006(7).
作者姓名:潘华  邱洪兴  朱星彬
作者单位:东南大学土木学院 南京210096(潘华,邱洪兴),平顶山工学院土木系 467001(朱星彬)
摘    要:通过五片碳纤维布加固砖砌体墙的低周反复试验,分析了碳纤维布加固砖砌体墙的抗震性能。试验结果表明,加固后的墙体抗震性能得到明显改善,影响加固效果的主要因素包括碳纤维布的排列方式、面积和锚固情况;提出了碳纤维布加固砖砌体墙的抗剪强度计算公式,其计算结果与试验结果吻合较好。

关 键 词:碳纤维布  抗震加固  砖砌体  试验研究

Experimental Study on Seismic Reinforced of Brick Masonry Walls with Carbon Fiber Reinforced Polymer (CFRP)
Pan Hua,Qiu Hongxing,Zhu Xingbin.Experimental Study on Seismic Reinforced of Brick Masonry Walls with Carbon Fiber Reinforced Polymer (CFRP)[J].Building Structure,2006(7).
Authors:Pan Hua  Qiu Hongxing  Zhu Xingbin
Affiliation:Pan Hua1,Qiu Hongxing1,Zhu Xingbin2
Abstract:According to the test of five brick masonry walls reinforced with CFRP under low cyclic loads, the seismic behavior of brick masonry walls reinforced with CFRP is studied. The test results show that the performance of brick masonry walls reinforced with CFRP is improved, and the main factors in effect of strengthening include the area, location of CFRP and anchor conditions. The shear strength formula for brick masonry walls reinforced with CFRP is presented, and has a good agreement with the test results.
Keywords:carbon fiber reinforced polymer (CFRP)  seismic reinforcement  brick masonry  test
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