（1东南大学土木学院 南京 210096；2平顶山工学院土木系 467001）
【提要】 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1,   Qiu Hongxing1,   Zhu Xingbin2(1 College of Civil Engineering, Southeast University, Nanjing 210096, China;2 Department of Civil Engineering, Pingdingshan College of Technology, Pingdingshan 467001, China)
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