[1] WOLCHUK R.Lessons from Weld Cracks in Orthotropic Decks on Three European Bridges[J].Journal of Structural Engineering,1990,116(1):75-84.
[2]FRYBA L,GAJDOS L.Fatigue Properties of Orthotropic Decks on Railway Bridges [J].Engineering Structures,1999,21(7):639-652.
[3]钱冬生.关于正交异性钢桥面板的疲劳[J].桥梁建设,1996(2):8-13,7.
QIAN Dong-sheng.On Fatigue of Steel Orthotropic Deck Structure[J].Bridge Construction,1996(2):8-13,7.
[4]王春生,冯亚成.正交异性钢桥面板的疲劳研究综述[J].钢结构,2009,24(9):9-13,32.
WANG Chun-sheng,FENG Ya-cheng.Review of Fatigue Research for Orthotropic Steel Bridge Decks[J].Steel Construction,2009,24(9):9-13,32.
[5]童乐为,沈祖炎.正交异性钢桥面板静力试验和有限元分析[J].同济大学学报:自然科学版,1997,25(6):617-622.
TONG Le-wei,SHEN Zu-yan.Static Test and Finite Element Analysis of Orthotropic Steel Bridge Decks[J].Journal of Tongji University:Natural Science,1997,25(6):617-622.
[6]童乐为,沈祖炎.开口纵肋的正交异性钢桥面板疲劳试验研究[J].中国公路学报,1997,10(3):59-65.
TONG Le-wei,SHEN Zu-yan.Fatigue Tests of Orthotropic Steel Bridge Decks with Open-shaped Longitudinal Ribs[J].China Journal of Highway and Transport,1997,10(3):59-65.
[7]荣振环,张玉玲,刘晓光.天兴州桥正交异性板焊接部位疲劳性能研究[J].中国铁道科学,2008,29(2):48-52.
RONG Zhen-huan,ZHANG Yu-ling,LIU Xiao-guang.Research on the Fatigue Performance of the Welded Joint of the Orthotropic Deck on Wuhan Tianxingzhou Bridge[J].China Railway Science,2008,29(2):48-52.
[8]荣振环,张玉玲,刘晓光.苏通大桥正交异性板模型计算分析[J].铁道建筑,2008(1):1-4.
RONG Zhen-huan,ZHANG Yu-ling,LIU Xiao-guang.Analysis of Orthotropic Deck in Sutong Bridge[J].Railway Engineering,2008(1):1-4.
[9]BS EN 1993-2:2006,Eurocode 3:Design of Steel Structures Part 2:Steel Bridges[S].
[10]任伟平,李小珍,李 俊,等.公轨两用钢桁桥轨道横梁与整体节点连接头的疲劳荷载[J].中国公路学报,2007,20(1):79-84.
REN Wei-ping,LI Xiao-zhen,LI Jun,et al.Fatigue Load of Welded Connections Between Rail Across Beams and Integral Joints of Combined Steel Truss Bridges[J].China Journal of Highway and Transport,2007,20(1):79-84.
[11]BS 5400-1980,Code of Practice for Fatigue[S].