WEI Cheng-long, LIU Xiao-yan, ZENG Qing-yuan.Geometric Nonlinear Analysis of Long Span Cable-stayed Bridges with a Plate-truss Composite Beam[J].China Journal of Highway and Transport, 2001, 14(1):42-47.
ZONG Zhou-hong, CHE Hui-min, FANG Zhen-zheng.Nonlinear Analysis of Prestressed Composite Steel-concrete Beams by the Finite Element Method[J].China Journal of Highway and Transport, 2000, 13(2):48-51.
LIU Xiao-yan, YAN Dong-huang, ZHANG Feng, et al.Ultimate Load Analysis of Prestressed High-strength Concrete Beam[J].China Journal of Highway and Transport, 2006, 19(1):58-61.
[7]
RANJIT S, ABEYSINGHE M.Pushover Analysis of Inelastic Seismic Behavior of Greveniotikos Bridge[J].Bridge Engineering, 2002, 7(2):115-126.
[8]
MAEKAWA K, PIMANMAS A.Nonlinear Mechanics of Reinforced Concrete[M].London:Spon Press, 2003:249-261.
[9]
SONG H W, YOU D W, BYUN K J, et al.Finite Element Failure Analysis of Reinforced Concrete T-girder[J].Engineering Structures, 2002, 24(2):151-162.
ZHOU Shi-jun, ZHU Xi.Nonlinear Finite Element Analysis and Model Tests of Reinforced Concrete Box Girders[J].China Civil Engineering Journal, 1996, 29(4):21-29.
[18]
KANKAM J A, DAGHER H J.Nonlinear FE Analysis of RC Skewed Slab Bridges[J].J Struct Engrg, 1995, 121(9):1 338-1 345.
ZHANG Feng, YE Jian-shu.Mechanical Behavior of Prestressed Concrete Beams After Cracking[J].Journal of Highway and Transportation Research and Development, 2005, 22(7):64-67.
[21]
BELYTSCHKO T, LIU W K, MORAN B.Nonlinear Finite Elements for Continua and Structures[M].New York:John Wiley & Sons, 2000:1-56.
[22]
凌道盛, 徐 兴.非线性有限元及程序[M].杭州:浙江大学出版社, 2004:151-187.
[23]
LING Dao-sheng, XU Xing.Nonlinear Finite Element and Programming[M].Hangzhou:Zhejiang University Press, 2004:151-187.
[24]
杜拱辰.现代预应力混凝土结构[M].北京:中国建筑工业出版社, 1988:334-342.
[25]
DU Gong-chen.Modern Prestressed Concrete Structure[M].Beijing:China Architecture & Building Press, 1988:334-342.