用有限元法解出最终结点位移和应力。
Using the finite element method, they finally obtain the displacement and stress of nodal points.
输入单元结点编号，自动生成结点位移编号；
Input module node number automatically generated node displacement number !
提出了一种在对极几何约束下来求取三角形网格结点位移的方法。
A method to determine mesh node displacement using Epipolar geometry is proposed.
在这种后处理方法中，首先利用原有的位移型膜元求出单元结点位移。
Firstly, the displacement solutions are obtained by the standard method for the displacement-based elements.
提出了在曲壳有限元法中用坐标转换法处理曲面交线处结点位移的连续性问题。
The coordinate transformation method to handle displacement continuation problem on the intersection line of curved surfaces in the curved shell finite element method is presented.
通过对结点位移性质的论证，提出了空间铰接链杆体系几何组成性质分析的解析方法。
In this paper, adopted analysis method, through demonstrate quality of node displacement, expounded analysis method of the geometric composite analysis of space splice chain pole system.
推出了求解结点转角位移的递推公式，进而求得梁的内力。
The recursion formulae of the node angle displacement are derived in the text and that internal forces of the beam can be solved.
对振动筛筛箱进行谐响应分析，确定了筛箱各结点处位移、动应力分布规律。
The distribution rule of all the nodes displacement and dynamic stress were identified by harmonic response simulation.
首先在ANSY S软件中计算结构受结点力激励时外表面的法向位移；
The normal displacement on the coupling surface which is stimulated by node force is calculated in ANSYS firstly.
推出了求解无结点侧移连续梁的结点转角位移的递推公式，进而求得梁板的内力。
The Recursion formulae of the node corner displacement are derived in the text and that internal of the beam can be solved.
通过位移法分析，导出了结构总刚度矩阵和等效结点荷载列阵的组成规则，并且具体的算例进行了验证。
The assembly rules of a global stiffness matrix and an equivalent nodal loads vector are derived by means of equilibrium method with a numerical example given.
此外，将结构层及车辆荷载折算成相应结点荷载，计算出由车辆等荷载引起的位移增加值。
Furthermore, considering the load of highway structure and vehicle load, and through converting them to equivalent nodal load, the increased displacements are also obtained.
此外，将结构层及车辆荷载折算成相应结点荷载，计算出由车辆等荷载引起的位移增加值。
Furthermore, considering the load of highway structure and vehicle load, and through converting them to equivalent nodal load, the increased displacements are also obtained.
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