Elementary exploration on shrinkage and creep effect and crack mode of concrete in bridge structure during transferring from simply supported to continuous system
2[3]Joseph A. Ficenec,Steven D. Kneip, Maher K. Tadros, Larry G.Fischer. Prestressed spliced I-girders: Tenth Street Viaduct Project,Lincoln, Nebraska[J]. PCI Journal, 1993, (5) :38-48.
3[4]Alan R. Phipps, Q. D. Spruill Jr. Biloxi Interstate 110 Voaduct[J].PCI Journal, 1990, ( 1 ): 120-132.
4[5]Maher K. Tadros, Joseth A. Ficenec, Amin Einea, Steve Holdsworth. A new technique to continuity in prestressed concrete members[J]. PCI Journal,September, 1993, (5) :30-37.
5[6]Amir Mirmiran, Siddharth Kulkarni, Reid Castrodale, etc. Nonlinear contitunity ananlysis of precast, prestressed concrete girders with castin-place decks and diaphragm[J] .PCI Journal, 2001, (5):60-80.