XIE Jun,WANG Guo-liang,ZHENG Xiao-hua.State of Art of Long-term Deflection for Long Span Pre-stressed Concrete Box-girder Bridge[J].Journal of Highway and Transportation Research and Development,2007,24(1):47-50.
[3]
TAKCS P F.Deformations in Concrete Cantilever Bridges Observations and Theoretical Modeling[D].Trondheim:The Norwegian University of Science and Technology,2002.
[4]
ROBERTSON I N.Prediction of Vertical Deflections for a Long-span Prestressed Concrete Bridge Structure[J].Engineering Structures,2005,27(12):1820-1827.
[5]
BAANT Z P,LI G H,YU Q,et al.Explanation of Excessive Long-time Deflections of Collapsed Record-span Box Girder Bridge in Palau[R].Evanston:Northwestern University,2008.
ZHU Bo-fang.An Implicit Method for the Stress Analysis of Concrete Structures Considering the Effect of Creep[J].Journal of Hydraulic Engineering,1983,14(5):40-46.
[9]
PENG Wei,LU Guang-lu.Shear Lag Effect in Concrete Box Girder Creep[J].Bridge Construction,1998(1):28-30.
[10]
AHN I S,CHEWANICHAKORN M,CHEN S S,et al.Effective Flange Width Provisions for Composite Steel Bridges[J].Engineering Structures,2004,26(12):1843-1851.
[11]
K?íSTEK V,BAANT Z P.Shear Lag Effect and Uncertainty in Concrete Box Girder Creep[J].Journal of Structural Engineering,1987,113(3):557-574.
[12]
CHENG Xiao-dong,LI Guang-yu,YE Gui-ru.Three-dimensional Nonlinear Analysis of Creep in Concrete Filled Steel Tube Columns[J].Journal of Zhejiang University: Science A,2005,6(8):826-835.
[13]
DEZI L,GARA F,LEONI G,et al.Time-dependent Analysis of Shear-lag Effect in Composite Beams[J].Engineering Mechanics,2001,127(1):71-79.