2Wu Yufei,Wang Leiming.Unified strength model for square and circular concrete columns confined by external jacket[J].Journal of Structural Engineering,ASCE,2009,135(3):253-261.
3Miyauchi K,Nishibyashi S,Inoue S.Estimation of strenhgthening Effects with Carbon Fiber Sheet for Concrete Column[J].In Proceedings of the Third International Symposium on Non-Metallic FRP for Concrete Structures,Sapporo,Japan.1997:217-224.
4Karbhari V M,Gao Y.Composite jacketed concrete under uniaxial compression-verification of simple design equation[J].Journal of materials in civil engineering,1997,9(4):185-192.
5Restrepol J I,et al. Enhancement of The Axial Load-Capacity of Reinforced Concrete Columns by Means of Fiberglass-Epoxy Jackets[C]. Proceedings of the second International Conference on Advanced Composite Materials in Bridges and structures,Montreal,Canada.547-553.
6Chaallal O,et al. Performance of Fiber-Reinforced Polymer-Wrapped Reinforced Concrete Column under Combined Axial-Flexural Lading[J]. ACI Structural Journal,2000,(4):659-668.
8Lam L,Teng J G.Strength Models for Fiber-Reinforced Plastic-Confined Concrete. Journal of Structural Engineering[J].ASCE,2002,(5):612-622.
9Campione G,Miraglia N. Strength and strain capacities of concrete compression members reinforced with FRP[J]. Cement & Concrete Composites,2003,25:31-41.