1[2]Hambly E C.Bridge Deck Behaviour[M],London:E&FN Spon,1976.
2[3]O'Brien E J,Keogh D L.Neutral Axis Variation in Bridge Decks[A].In:Third International Con-ference on Computational Structures Technology[C].Budapest:Civil-Comp Press,1996.
3[4]O'Brien E J,Keogh D L.Upstand finite element analysis of slab bridge[J],Computers & Struc-tures,1998,69(6):671-683.
4Kristek V.Theory of Box Girder[M].John Wiley Sons,1979:9-11.
5Luo Q Z,Li Q S,Liu D K.Yang L F.A modified finite segment method for thin-walled single cell box girders with shear lag[C]//Struct.and Build,Proc.Inst.of Civ.Engrs,2001(146):41-46.
6Luo Q Z,Li Q S,Tang J.Shear lag in box girder bridges[J].Journal of Bridge Engineering,ASCE,2002,7(5):308-313.
7Luo Q Z,Tang J,Li Q S.Negative shear lag effect in box girders with varying depth[J].J.Struct.Engrg.,ASCE,2001,127(10):1236-1239.
8吴冲.现代钢桥[M].北京:人民交通出版社,2006.
9[英]E.C.汉勃利.桥梁上部构造性能[M].郭文辉,译.北京:人民交通出版社,1982.
10Li Yunyi. The Application of Grillage Method in Analy zing Box Girder Structure. Applied Mechanics and Materi als,2011(1 034) :55--57.