DE JONG F B P,KOLSTEIN M H,BIJLAARD F S K.Behaviour Conventional Bridge Decks and Development of Renovation Techniques [C]//ASCE.Proceedings of Orthotropic Bridge Conference.Sacramento:ASCE,2004:384-401.
[2]
GURNEY T.Fatigue of Steel Bridge Decks:State-of-the-art-review[M].Blue Ridge Summit:Bernan Press,1993.
[3]
WOLCHUK R.Lessons from Weld Cracks in Orthotropic Decks on Three European Bridges[J].Journal of Structural Engineering,1992,116(1):75-84.
Editorial Department of China Journal of Highway and Transport.An Academic Research Summary on China Highway and Transport:2012[J].China Journal of Highway and Transport,2012,25(3):2-50.
WANG Chun-sheng,FU Bing-ning,ZHANG Qin,et al.Floor-beam Web Cutout Shape Analysis in Orthotropic Steel Bridge Decks[J].Journal of Chang'an University:Natural Science Edition,2012,32(2):58-64.
WANG Chun-sheng,FENG Ya-cheng.Review of Fatigue Research for Orthotropic Steel Bridge Deck [J].Steel Construction,2008,24(9):10-13,32.
[10]
WANG Chun-sheng,FENG Ya-cheng.Review of the Fatigue Behaviours and Finite Element Analysis of Orthotropic Steel Bridge Decks[C]//ASCE.Proceedings of 2008 International Orthotropic Bridge Conference.Sacramento:ASCE,2008:290-304.
[11]
XU Wei,ZHANG Xiao-ning.Analysis Distress Characters and Design of Steel Orthotropic Bridge Decks Pavement in China[C]//ASCE.Proceedings of 2008 International Orthotropic Bridge Conference.Sacramento:ASCE,2008:184-192.
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.
BS EN 1993-1-9:2005,Eurocode 3:Design of Steel Structures Part 1-9:Fatigue[S].
[16]
TSAKOPOULOS P A,FISHER J W.Full-scale Fatigue Tests of Steel Orthotropic Deck Panel for the Bronx-Whitestone Bridge Rehabilitation[J].Bridge Structures,2005,1(1):55-66.
[17]
CHOI J H,KIM D H.Stress Characteristics and Fatigue Crack Behaviour of the Longitudinal Rib-to-cross Beam Joints in an Orthotropic Steel Deck[J].Advances in Structural Engineering,2008,11(2):189-198.
[18]
KOLSTEIN M H,LEENDERTZ J S,WARDENIER J.Fatigue Performance of the Trough to Crossbeam Connection in Orthotropic Steel Bridge Decks[C]//Swedish Institute of Steel Construction.Proceedings of Nordic Steel Conference malmo.Stockholm:Swedish Institute of Steel Construction,1995:231-238.
[19]
LEHRKE H P.Fatigue Tests of Stiffener to Crossbeam Connections[C]//IABSE.International Association for Bridge and Structural Engineering.Zurich:IABSE,1990:249-257.
[20]
KOLSTEIN M.H,WARDENIER,J.Laboratory Tests of the Deck Plate Weld at the Intersection of the Trough and the Crossbeam of Steel Orthotropic Bridge Decks[C]//STUDNICKA J,WALD F,MACHACEK J.Proceedings of the 2nd European Conference on Steel Structures.Prague:Czech Technical University,1999:411-414.
