Improved Finite-Segment Method for Analyzing Shear Lag Effect in Thin-Walled Box Girders
暂无分享,去创建一个
[1] Zhou Shi-jun,et al. SHEAR LAG ANALYSIS OF BOX GIRDERS , 2008 .
[2] Dikai Liu,et al. A modified finite segment method for thin-walled single-cell box girders with shear lag , 2001 .
[3] Qiusheng Li,et al. A finite segment model for shear lag analysis , 2004 .
[4] Shih Toh Chang,et al. SHEAR LAG EFFECT IN BOX GIRDER WITH VARYING DEPTH , 1988 .
[5] Shih Toh Chang,et al. NEGATIVE SHEAR LAG IN CANTILEVER BOX GIRDER WITH CONSTANT DEPTH , 1987 .
[6] L. Mentrasti,et al. Nonuniform Bending‐Stress Distribution (Shear Lag) , 1985 .
[7] E. Reissner. Analysis of shear lag in box beams by the principle of minimum potential energy , 1946 .
[8] Shih Toh Chang. Shear Lag Effect in Simply Supported Prestressed Concrete Box Girder , 2004 .
[9] Qiusheng Li,et al. SHEAR LAG OF THIN-WALLED CURVED BOX GIRDER BRIDGES. TECHNICAL NOTE , 2000 .
[10] Bogdan O. Kuzmanovic,et al. Shear Lag in Box Girders , 1981 .
[11] Qiusheng Li,et al. Finite Segment Method for Shear Lag Analysis of Cable-Stayed Bridges , 2002 .
[12] Yuanming Lai,et al. Matrix Analysis of Shear Lag and Shear Deformation in Thin-Walled Box Beams , 2003 .
[13] Shi-Jun Zhou. Finite Beam Element Considering Shear-Lag Effect in Box Girder , 2010 .
[14] Qiusheng Li,et al. SHEAR LAG IN BOX GIRDER BRIDGES , 2002 .