片语

stiffness matrix equation刚度矩阵方程

stiffness equation of element刚度方程

stiffness equation west bank劲性方程式

element stiffness equation单元刚度方程

shape stiffness equation板形刚度方程

elemental stiffness equation单元刚度方程

stiffness ordinary differential equation刚性常微分方程

structure stiffness equation结构刚度议程

英汉例句

• the elastic pile element stiffness equation has been worked out with finite element method.

  应用平面桿系有限元方法，推导出弹性桩的单元刚度方程；

• the stiffness equation of uniform section bending bar is the base of displacement method.

  位移法是计算高次超静定结构的重要方法，等截面弯曲桿件的刚度方程是其基础。

• based on deformed coordination of soil-foundation, considering torsion of foundation, stiffness equation is given.

  从基础与地基变形协调条件出发，考虑地基梁的扭转影响，导出了地基梁的扭转刚度方程。

• it takes the uniform cross-section curved bar as an element, and the general equation of the element stiffness equation is derived by means of the method of elastic centre.

  即直接把等截面曲桿作为单元，采用弹性中心法导出单元刚度矩阵通用公式。

• the elastic model based on the stiffness equation is presented, and the stiffness model of the whole structure is constructed via the stiffness assembly and coordination equation.

  提出了大行程柔性铰链基于刚度方程的弹性模型，采用刚度组集的方法并通过建立协调方程，构建得到整体系统的刚度模型。

• the proposed elemental stiffness equation is very convenient for practical application due to its simplicity and less computational effort.

  该单元刚度方程形式简单，计算量小，便于工程实际应用。

• then, using the differential quadrature(dq) element method, a stiffness equation for analysing the snake buckling of the drillstrins subjected to radial constraints are deduced.

  构建了受径向约束桿柱蛇形屈曲分析的dq单元法的刚度方程，并给出了单元刚度矩阵和增量刚度矩阵的显式。

• an element tangent stiffness equation was derived based on the secant stiffness equation of stability function elements with shear deformation effects considered.

  以考虑剪切变形影响的稳定函数单元的割线刚度方程为基础，导出了单元切线刚度方程。

• and the corresponding thin-walled element stiffness equation was formulated. the apparent formulation of element stiffness matrix under the local coordination was attained.

  并建立了相应的薄壁单元刚度方程，从而得出了局部坐标系下单元刚度矩阵的显式。