GUO Jin-qiong,FANG Zhen-zheng,ZHENG Zhen.Design Theory of Box Girder[M].2nd ed.Beijing:China Communications Press,2008.
[3]
REISSNER E.Analysis of Shear Lag in Box Beams by the Principle of Minimum Potential Energy[J].Quarterly of Applied Mathematics,1946,5(3):268-278.
[4]
郭金琼,房贞政,罗孝登.箱形梁桥剪滞效应分析[J].土木工程学报,1983,16(1):1-13.
[5]
GUO Jin-qiong,FANG Zhen-zheng,LUO Xiao-deng.Analysis of Shear Lag Effect in Box Girder Bridges[J].China Civil Engineering Journal,1983,16(1):1-13.
[6]
DEZI L,MENTRASTI L.Nonuniform Bending-stress Distribution (Shear Lag)[J].Journal of Structural Engineering,1985,111(12):2675-2689.
[7]
贡鑫鑫,魏巍巍,胡家顺.中美欧混凝土结构设计[M].北京:中国建筑工业出版社,2007.
[8]
GONG Xin-xin,WEI Wei-wei,HU Jia-shun.Concrete Structure Design in China,European and America[M].Beijing:China Building Industry Press,2007.
[9]
TB 10002.3—2005,铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].
[10]
TB 10002.3—2005,Code for Design on Reinforced and Prestressed Concrete Structures of Railway Bridge and Culvert[S].
[11]
JTG D62—2004,公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
[12]
JTG D62—2004,Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[13]
GERE J M,TIMOSHENKO S P.Mechanics of Materials[M].4th ed.Boston:PWS Publish Company,1997.
[14]
DIN 1075,Concrete Bridge[S].
[15]
AASHTO LRFD 2007,Bridge Design Specifications[S].
[16]
BS 5400-2:2006,Steel,Concrete and Composite Bridges;Specification for Loads[S].
[17]
GB 50010—2002,混凝土结构设计规范[S].
[18]
GB 50010—2002,Code for Design of Concrete Structures[S].
[19]
罗旗帜.变截面多跨箱梁桥剪力滞效应分析[J].中国公路学报,1998,11(l):63-70.
[20]
LUO Qi-zhi.Analysis of the Shear Lag Effect on Continuous Box Girder Bridges with Variable Depth[J].China Journal of Highway and Transport,1998,11(l):63-70.