This thesis studies shear lag effect on three representative forms of cable-stayed bridge cross sections by different theoretical methods. The work in this thesis mainly includes following parts:1.
本文针对斜拉桥具有代表性的三种截面形式，采用不同理论计算方法对其剪力滞效应进行研究。
参考来源 - 斜拉桥常用截面形式主梁的剪力滞效应研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Energy variation principle is a good method to solve the shear lag effect.
能量变分法是求解剪力滞问题的一个有效方法。
The spline Ritz method was proposed and used to analyse the shear lag effect of box girders.
结合样条函数和里兹法提出薄壁箱形梁剪力滞效应计算的样条里兹法。
Considering the influence of shear lag effect, displacements of framed tube structures are derived in this paper.
考虑剪力滞后效应影响推导出了框筒结构位移解析解。
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