3[9]J.Thorburn and others. Design recommendations for externally restrained highway bridge decks[J].Journal of bridge engineering,2001,6(4):243-249.
4[10]M.Harajli and others. Externally prestressed members:evaluation of second-order effects[J]. Journal of Structural Engineering ,ASCE,1999,125(10):1151-1161.
5[11]Virlogeux,M.Non-linear analysis of externally prestressed structures[A].Proc.symp, Fédération Internationale de la Précontrainte(FIP)[C].Israle,1988.
6[12]F.M.Alkhairi.Analysis of beams prestressed with unbounded internal or external tendons[J]. Journal of Structural Engineering,1993,119(9):2680-2700.
7[13]Muller. J, Gauthier. Y. Ultimate behavior of precast segmental box girders with external tendons[A]. A.E. Naaman, J. E. Breen. External Prestressing in Bridges, ACI SP 120-17[C]. Detroit: American Concrete Institute(ACI):1989.355-373.
8[14]M. A. Pisanit. Numerical model for externally prestressed beams, Structural Engineering and Mechanics,1996,4(2):177-190.
9[15]Azez Hindi and others.Enhancing strength and ductility of post-tensioned Segment box girder bridge[J].ACI Structural Journal,1995,92(1):33-44.
10[16]Kiang-hwee Tan, Chee-Khoon Ng. Effects of deviators and tendon configuration on behavior of externally prestressed beams[J]. ACI Structural Journal,1997,94(1):13-22.