Mutsuyoshi H and Machida A.Behaviour of Prestressed ConcreteBeams Using FRP as External Cable[J].International Symposiumon Fiber-Reinforced-Polymer Reinforcement for ConcreteStructures,American Concrete Institute,Farmington Hills,1993(5):401-418.
[2]
JSCE Recommendation for Design and Construction of ConcreteStructures Using Continuous Fiber Reinforcing Materials[S].
[3]
Grace NF and Abdel-Sayed G.Behavior of Externally DrapedCFRP Tendons in Prestressed Concrete Bridges[J].PCI Journal,1998,43(5): 88-101.
[4]
Nabil F Grace,Tsuyoshi Enomoto,George Abdel-Sayed,et al.Experimental Study and Analysis of a Full-Scale CFRP /CFCCDouble-Tee Bridge Beam[J].PCI Journal,2003,48(4): 120 －139.
[5]
Nabil F Grace,Frederick C Navarre,Rechard B Nacey,et al.Design-Construction of Bridge Street Bridge-First CFRP Bridge inthe United States [J].PCI Journal,2002,47(5): 20-35.
