timoshenko beam model timoshenko梁模型
modified timoshenko beam 修正timoshenko梁
Timoshenko beam theory Timoshenko梁理论
big deflection Timoshenko beam 大挠度Timoshenko梁
homogeneous timoshenko beam 均质timoshenko梁
viscoelastic timoshenko beam 粘弹性timoshenko梁
linear viscoelastic timoshenko beam 线性粘弹性timoshenko梁
viscoelastic timoshenko beam with damage 损伤粘弹性timosenko梁
The equations of motion governing the quasi_static and dynamical behavior of a viscoelastic Timoshenko beam are derived.
利用哈密尔顿原理在积分型本构模型描述基础上建立粘弹性移动梁的控制方程。
Because of the smaller ratio of slenderness, the theory of Timoshenko beam is more suitable than Bernoulli-Euler beam's for analysis of the dynamic behavior of stepped shaft.
由于这类轴具有较小的长径比，因此，在分析它的振动时，采用铁木辛柯梁理论比欧拉梁理论更为合适。
Firstly, a new mesh generation method for 3-d hydro-elastic analysis is proposed with the combination of 2-d Timoshenko beam theory and 3-d wetted surface mesh generation method.
首先，将二维梁振动理论与三维船体湿表面网格划分方法相结合，提出了一种适用于三维水弹性分析的浮体湿表面网格划分方法。
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