SMITH D A,HEWSON N R,HENDY C R.Design of the Dubai Metro Light Rail Viaducts-superstructure[J].Proceedings of the Institution of Civil Engineers-Bridge Engineering,2009,162(2):55-62.
[2]
DUAN Jing-min,QIAN Yong-jiu.Study on Static Characteristics of U-shape Beams[J].Engineering Mechanics,2010,27(9):128-132.
[3]
HU Kuang-zhang,JIANG Xin-yuan,LU Guang-lu.Trough Girder Bridge[M].Beijing:China Railway Publishing House,1987.
[4]
徐芸轩.下承式预应力铁路槽形梁桥的设计[J].铁道学报,1984,6(2):82-89.
[5]
XIA H,ZHANG N,DE ROECK G.Dynamic Ana-lysis of High Speed Railway Bridge Under Articulated Trains[J].Computers and Structures,2003,81(26/27):2467-2478.
[6]
ZHANG Yu-ning.Research on Design and Construction Technique of Pretensioning Prestressed U-shape Girder[D].Chengdu:Southwest Jiaotong University,2009.
[7]
STAQUET S,RIGOT G,DETANDT H,et al.Innovative Composite Precast Prestressed Precambered U-shaped Concrete Deck for Belgium's High Speed Railway Trains[J].PCI Journal,2004,49(6):94-113.
[8]
段敬民,钱永久.槽形截面梁静力学特性的研究[J].工程力学,2010,27(9):128-132.
[9]
胡匡璋,江新元,陆光闾.槽形梁[M].北京:中国铁道出版社,1987.
[10]
XU Yun-xuan.Design of Prestressed Concrete Through Girder Bridges[J].Journal of China Railway Society,1984,6(2):82-89.
[11]
ZOU Z Q,ENOCHSSON O,HE G J,et al.Finite Element Analysis of Small Span Reinforced Concrete Trough Railway Bridge[J].Key Engineering Materials,2009,400-402:645-650.
[12]
付宝连.功的互等理论及其应用[M].北京:国防工业出版社,2007.
[13]
FU Bao-lian.Reciprocal Theory of Works and Its Applications[M].Beijing:National Defence Industry Press,2007.