张士铎,邓小华,王文州.箱形薄壁梁剪力滞效应[M].北京:人民交通出版社,1998. ZHANG Shi-duo,DENG Xiao-hua,WANG Wen-zhou.Shear Lag Effect in Thin-walled Box Girder[M].Beijing:China Communications Press,1998.
[2]
郭金琼.箱形梁设计理论[M].北京:人民交通出版社,1991. GUO Jin-qiong.Design Theory of Box Girder[M].Beijing:China Communications Press,1991.
[3]
罗旗帜.薄壁箱形梁剪力滞计算的梁段有限元法[J].湖南大学学报, 1991,18(2):33-38,55. LUO Qi-zhi.Calculation of the Shear Lag in Thin Walled Box Girders by the Finite Segment Method[J].Journal of Hunan University,1991,18(2):33-38,55.
[4]
张元海,白 昕,林丽霞.箱形梁剪力滞效应的改进分析方法研究[J].土木工程学报,2012,45(11):153-158. ZHANG Yuan-hai,BAI Xin,LIN Li-xia.An Improved Approach for Analyzing Shear Lag Effect of Box Girders[J].China Civil Engineering Journal,2012,45(11):153-158.
[5]
张元海,林丽霞.薄壁箱梁剪力滞效应分析的初参数法[J].工程力学, 2013,30(8):205-211. ZHANG Yuan-hai,LIN Li-xia.Initial Parameter Method for Analyzing Shear Lag Effect of Thin-walled Box Girders[J].Engineering Mechanics,2013,30(8):205-211.
[6]
DEZI L,MENTRASTI L.Nonuniform Bending-stress Distribution (Shear Lag)[J].Journal of Structural Engineering,1985,111(12):2675-2690.
[7]
张元海,王来林,李 乔.箱形梁剪滞效应分析的一维有限元法及其应用[J].土木工程学报,2010,43(8):44-50. ZHANG Yuan-hai,WANG Lai-lin,LI Qiao.One-dimensional Finite Element Method and Its Application for the Analysis of Shear Lag Effect in Box Girders[J].China Civil Engineering Journal,2010,43(8):44-50.
[8]
LUO Q Z,WU Y M,LI Q S,et al.A Finite Segment Model for Shear Lag Analysis[J].Engineering Structures,2004,26(14):2113-2124.
[9]
罗旗帜.变截面多跨箱梁桥剪滞效应分析[J].中国公路学报,1998,11(1):63-70. 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(1):63-70.
[10]
甘亚南,周广春.薄壁箱梁纵向剪滞翘曲函数精度选择的研究[J].工程力学,2008,25(6):100-106. GAN Ya-nan,ZHOU Guang-chun.An Approach for Precision Selection of Longitudinal Shear Lag Warping Displacement Function of Thin-walled Box Girders[J].Engineering Mechanics,2008,25(6):100-106.
[11]
陈常松,邓 安.高次位移函数时箱梁剪滞效应变分法解[J].重庆交通大学学报,2009,28(1):5-7,44. CHEN Chang-song,DENG An.Variational Solution of Shear Lag Effect of Box Girder in High Order Displacement Function[J].Journal of Chongqing Jiaotong University,2009,28(1):5-7,44.
[12]
倪元增, 钱寅泉.弹性薄壁梁桥分析[M].北京: 人民交通出版社,2000. NI Yuan-zeng,QIAN Yin-quan.Elastic Analysis of Thin-walled Beam Bridges[M].Beijing:China Communications Press,2000.
[13]
韦成龙,曾庆元,刘晓燕.薄壁箱梁剪力滞分析的多参数翘曲位移函数及其有限元法[J].铁道学报,2000,22(5):60-64. WEI Cheng-long,ZENG Qing-yuan,LIU Xiao-yan.Warping Displacement Function and Finite Element Method for Calculation of Shear Lag Effect in Box Girder[J].Journal of the China Railway Society,2000,22(5):60-64.
[14]
蔺鹏臻, 周世军, 刘凤奎.抛物线型剪滞翘曲位移函数引起的附加轴力分析[J].工程力学,2010,27(8):90-93,119. LIN Peng-zhen,ZHOU Shi-jun,LIU Feng-kui.Additional Axial Force Analysis Caused by Parabolical Warping Displacement About Shear Lag[J].Engineering Mechanics,2010,27(8):90-93,119.
[15]
蔺鹏臻,刘凤奎,杨 军, 等.箱梁剪滞翘曲位移函数的定义及其应用[J].计算力学学报,2012,29(5):789-794. LIN Peng-zhen,LIU Feng-kui,YANG Jun,et al.Definition and Application of Shear-lag Warping Displacement Functions for Box Girders[J].Chinese Journal of Computational Mechanics,2012,29(5):789-794.
[16]
黄剑源.薄壁结构的扭转分析: 上册[M].北京:中国铁道出版社,1983. HUANG Jian-yuan.Torsional Analysis of Thin-walled Structures: Part One[M].Beijing:China Railway Publishing House,1983.
