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碳纤维布加固砌体结构试验研究
引用本文:张祥顺,谷倩,管克俭,彭少民.碳纤维布加固砌体结构试验研究[J].武汉理工大学学报,2002,24(11):29-32.
作者姓名:张祥顺  谷倩  管克俭  彭少民
作者单位:武汉理工大学
基金项目:国家规程《纤维混凝土技术规程》修订项目,广西自然科学基金资助项目 (0 0 6 6 0 0 2 )
摘    要:结合一工程实践的需要,在已有试验结果的基础上,进一步采用不同加固方案,对碳纤维布加固砌体结构进行试验研究,探讨了该加固技术对砌体结构抗震性能的影响,分析了砌体结构在加固后的受力和变形特性。

关 键 词:试验研究  碳纤维布  抗震加固  砌体结构  混凝土结构  抗震性能
文章编号:1671-4431(2002)11-0029-04
修稿时间:2002年4月26日

Experimental Study of Masonry Walls Strengthened by CFRP
Zhang Xiangshun Gu Qian Guan Kejian Peng Shaomin Postgraduate,School of Civil Engineering and Architecture,WUT,Wuhan ,China..Experimental Study of Masonry Walls Strengthened by CFRP[J].Journal of Wuhan University of Technology,2002,24(11):29-32.
Authors:Zhang Xiangshun Gu Qian Guan Kejian Peng Shaomin Postgraduate  School of Civil Engineering and Architecture  WUT  Wuhan  China
Institution:Zhang Xiangshun Gu Qian Guan Kejian Peng Shaomin Postgraduate,School of Civil Engineering and Architecture,WUT,Wuhan 430070,China.
Abstract:The mechanical characteristic of the brick wall strengthened by carbon fiber sheet (CFS) has scarcely been studies at home. Based on the test of the brick walls strengthened by CFS ,this text studied the effect on the brick walls' seismic capacity, which was connected with the necessarily of a actual civil project bricked. The mechanical behavior and displacement based capacity were analyzed.
Keywords:carbon fiber sheet  strengthening  brick wall  
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