摘要
为使碳纤维布 (CFRP)加固这一新技术在砌体结构领域得到进一步的推广应用 ,结合一工程实践的需要 ,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 ,探讨了碳纤维布加固砖墙后抗剪承载力计算模型 。
The mechanic characteristic of the brick wall strengthened by carbon fiber reinforced polymer (CFRP) is scarcely studied. Based on the test of the brick walls strengthened by CFRP, the effect on the brick walls' seismic capacity is experimented, which is connected with the necessity of an actual civil project. The mechanic behavior and displacement based capacity are analyzed. Finally, a design formula is presented.
出处
《华中科技大学学报（城市科学版）》
CAS
2002年第3期13-16,共4页
Journal of Huazhong University of Science and Technology
基金
广西自然科学基金资助项目 (桂科自 :0 0 6 6 0 0 2 )
关键词
碳纤维布
加固
砌体结构
抗震
carbon fiber reinforced polymer
strengthening
brick wall
resistant
