参考文献/References:
[1] 李荣, 佟晓利, 颜子涵. 碳纤维材料加固混凝土结构技术应用实践 [J]. 工业建筑, 1998, (11):11-13.
[2] 岳清瑞, 陈小兵, 牟宏远. 碳纤维材料(CFRP)加固修补混凝土结构新技术 [J]. 工业建筑, 1998, (11):1-5.
[3] 曹双寅, 邱洪兴, 腾锦光. 纤维加固受弯构件全过程分析和承载力计算 [J]. 工业建筑, 2000, (10):27-30.doi:10.3321/j.issn:1000-8993.2000.10.007.
[4] 吴刚, 安琳, 吕志涛. 碳纤维布用于钢筋混凝土梁抗弯加固的实验研究 [J]. 建筑结构, 2000(7):3-6.
[5] 吴刚, 吕志涛. 外贴CFRP加固混凝土结构的抗弯设计方法 [J]. 建筑结构, 2000(7):7-10.
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