参考文献/References:
[1] 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,1997,25(6):617-622.
Tong Lewei,Shen Zuyan.Static test and finite element analysis of orthotropic steel bridge decks[J].Journal of Tongji University,1997,25(6):617-622.(in Chinese)
[2] 张宏斌,孔宪京,张哲.自锚式悬索桥动力特性分析[J].公路交通科技,2004,21(07):66-69.
Zhang Hongbin,Kong Xianjing,Zhang Zhe.Research on dynamic performance of self-anchored suspension bridge[J].Journal of Highway and Transportion Research and Development,2004,21(07):66-69.(in Chinese)
[3] Hikami Y,Matsuda K.Proposal for super-Long span suspension bridge and its aerodynamic characteristics[C] //Tokushige in IHI Engineering Review.Tokyo,1997,30(3):93-100.
[4] 罗剑.钢混结构混合桥桥面铺装体系受力分析[D].东南大学交通运输工程系,2004.
[5] Pelikan W,Esslinger M.Diestahlfahrbahn berechnung undkonstrucktion[J].M A N Forsch-Hft,1957(7):305-345.
[6] Shanmugam N E.Strength of axially loaded orthotropic plates[J].Journal of Structure Engineering,1987,113(2):322-323.
[7] 多田宏行.桥面铺装的设计与施工[M].东京:鹿岛出版会,1996:390-395.
[8] 胡光伟,黄卫,张晓春.润扬大桥钢桥面铺装层力学分析[J].公路交通科技,2002,19(04):1-3.
Hu Guangwei,Huang Wei,Zhang Xiaochun.Mechanical analysis of steel bridge pavement of the Ruenyang bridge[J].Journal of Highway and Transportation Research and Development,2002,19(04):1-3.(in Chinese)
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