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1)  generalized displacement solution
广义位移解
1.
The reciprocal method is applied to establish the generalized displacement solution for the elastic stability of thin rectangular plates, and the boundary values of it are also worked out.
本文引入了稳定问题的广义支承边和广义支承边矩形板的概念,应用功的互等法建立了弹性矩形薄板稳定问题的广义位移解,并给出了广义位移解的各个边界值。
2)  general displacement
广义位移
1.
The basic variables in the equations are three general displacements ψ x,ψ y and w as well as the core thickness h .
以三个广义位移和夹芯厚度为基本变量,以 Reissner 理论的基本假设为基础,建立了夹芯层厚度沿一个方向线性变化的三层夹层板弯曲问题的偏微分方程当令 = 0 时,方程便退化为经典的等厚度夹层板的平衡偏微分方程
3)  generalized displacement
广义位移
1.
On the basis of the theory of the beam with two generalized displacements,the differential equation of the sheared simple beam with two generalized displacement is derived,considing uniformly distributed load,and general solution is goven.
本文用两个广义位移的梁的理论,推导出具有两个广义位移受剪切影响的简支梁受均布载荷作用时的微分方程式,并求出其通解,进而根据边界条件求出其精确解。
2.
Based on the conventional finite element, the Lagrange interpolation space for displacement at each node is extended to an arbitrary function expansion with any number of generalized displacements.
基于传统有限元理论,将每个结点位移的Lagrange型插值空间推广为具有任意多个广义位移的函数展开式,在不增加结点个数的前提下,仅通过提高结点插值函数的阶数,达到提高有限元精度的目的,建立了三维广义八结点等参单元的有限元列式,探讨了广义有限元的程序实施细则。
3.
Based on the conventional finite element, by use of the finite cover technique in the numerical manifold method, the Lagrange interpolation space for displacement of each node is expanded to a function expansion with any number of generalized displacements, and formulae of generalized four-node iso-parametric finite element are given.
基于传统有限元理论 ,吸收数值流形方法中有限覆盖技术 ,将每个结点位移的Lagrange型插值空间推广为具有任意多个广义位移的函数展开式 ,给出了广义四结点等参单元的有限元列式 。
4)  generalized freedom method
广义位移法
1.
Application of generalized freedom method to the analysis of soil-st ructure interaction problems;
广义位移法在土-结构相互作用问题分析中的应用
5)  generalized displacement method
广义位移法
1.
Based on application of three-dimensional shell elements to simulate thin-walled hydraulic structure,generalized displacement method was presented,and the related calculating formulas were derived,and an effective way to simulate the interaction of thin-walled structure and foundation soil reasonably was provided as well.
通过一算例说明了水工薄壁结构有限元分析中采用广义位移法的必要性、合理性和正确性。
6)  three generalized displacements
三广义位移
1.
This paper makes efforts to solve the bending of axially symmetric circular plates with three generalized displacements on the elastic foundation by Bessel function.
本文尝试用贝塞尔函数求解弹性基础上三广义位移圆板的轴对称弯曲问题。
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