鋼構造委員会鋼床版の疲労小委員会. 鋼床版の疲労［J］. 土木学会論文集， 1989， 410 (I-12): 25-36.Subcommittee on Fatigue Investigation of OrthotropicDecks，JSCE. Fatigue of Orthotropic Decks ［J］. Journalof JSCE， 1989， 410 (I-12): 25-36.
[6]
唐亮，黄李骥，刘高. 正交异性钢桥面板横梁弧形切口周边应力分析 ［J］. 公路交通科技，2011，28 (6):83-90.TANG Liang，HUANG Li-ji，LIU Gao. FEA of Stressalong Cope Hole Edge of Crossbeam in Orthotropic SteelDeck ［J］. Journal of Highway and TransportationＲesearch and Development， 2011， 28 (6): 83-90.
[7]
WOLCHUK Ｒ，OSTAPENKO A. Secondary Stresses inClosed Orthotropic Deck Ｒibs at Floor Beams［J］. Journalof Structural Engineering， 1992， 118 (2): 582-595.
[8]
CHOI J K，KIM D H. Stress Characteristics and FatigueCrack Behaviour of the Longitudinal Ｒib-to-cross BeamJoints in an Orthotropic Steel Deck ［J]. Advances inStructural Engineering， 2008， 11 (2): 189-198.
[9]
LEHＲKE H. Measurements and Interpretation of DynamicLoads on Bridges ［Ｒ]. Luxembourg: Office for OfficialPublications of the European Communities， 1997.
[10]
DE COＲTE W，VAN BOGAEＲT P. The Importance ofＲib Distortion at the Ｒib to Floorbeam Joint of OrthotropicPlated Decks ［C] ∥ Proceedings of the 23rd AnnualInternational Bridge Conference: Advancing BridgeTechnology Globally. Pittsburgh，USA: ［s. n. ]，2006:123-128.
[11]
EN 1993-2 Eurocode 3: Design of Steel Structures- Part2: Steel Bridges［S］.
TSAKOPOULOS P A，FISHEＲ J W. Full-scale FatigueTests of Steel Orthotropic Decks for the WilliamsburgBridge ［J]. Journal of Bridge Engineering，2003，8(5): 323-333.
[17]
TSAKOPOULOS P A，FISHEＲ J W. Full-scale FatigueTests of Steel Orthotropic Deck Panel for the Bronx-Whitestone Bridge Ｒehabilitation ［J]. Bridge Structures:Assessment，Design and Construction，2005，1 (1):55-66.
[18]
日本橋梁建設協会. 新しい鋼橋の誕生Ⅱ ［Ｒ]. 改訂版. 東京:
[19]
[s. n. ]， 2004.Japan Bridge Association. Advent of a New Steel Bridge II
[20]
[Ｒ]. Ｒev. ed. Tokyo:
[21]
[s. n. ]， 2004.
[22]
勝俣盛，小笠原照夫，町田文孝，等. 合理化鋼床版のUリブ·横桁交差部の局部応力特性について ［J］. 構造工学論文集， 1999， 45- A (3): 1241-1252.KATSUMATA M，OGASAWAＲA T，MACHIDA F，et al.Local Stress of Trapezoidal Ｒibs to Floor Beams Joint inＲational Orthotropic Steel Decks［J］. Journal of StructureEngineering，JSCE， 1999， 45- A (3): 1241-1252.
[23]
勝俣盛，小笠原照夫，町田文孝，等. 合理化鋼床版におけるUリブ·横桁交差部の構造に関する実験的研究［J］. 構造工学論文集，2000，46- A (3): 1233-1240.KATSUMATA M，OGASAWAＲA T，MACHIDA F，et al.Structural Details' Experimental Study Ｒegarding aSimplified Orthotropic Steel Deck's Trapezoidal Ｒibs andFloor Beam Intersections ［J]. Journal of StructureEngineering，JSCE， 2000， 46- A (3): 1233-1240.
