6Wolchuk R. Lessons from weld cracks in orthotropic decks on three European bridges[J]. J Structural Engineering, ASCE, 1990 116(1): 75-84.
7Fryba L, Gajdos L. Fatigue properties of orthotropic decks on railway bridges[J]. Engineering Structures, 1999, 21(7): 639- 652.
8EN 1993-1-9:2005, Eurocode 3: Deaign of steel structures part 1-9: Fatigue[S].
9BS 5400, Partl0: Code of practice for fatigue[S].
10Connor J, Fisher W. Identifying effective and ineffective retrofits for distortion fatigue cracking in steel bridges using fieldinstrumentation[J]. Journal of Bridge Engineering, 2006, 11(6): 745-752.