stiffness matrix的例句大全

A 3D solid friction contact method is applied in this paper. Stiffness matrix of contact element has been presented, and the contact force and friction force between friction contact pairs of nodes are calculated too.

接着从理论上进行了三维实体摩擦接触问题的分析，推导了三维实体摩擦接触单元的刚度矩阵，计算了三维实体摩擦接触对中的接触力和摩擦力。

Furthermore, each element in the singular stiffness matrix can be expressed by some more simple analytic formulas.

而且奇异单元刚度矩阵中的各元素可以用较简单的分析式表出。

A Stiffness Matrix Extrapolation Strategy for Nonlinear Analysis

非线性结构分析中的一种刚度矩阵外插法

Stiffness Matrix Method for Displacement Analysis of Fully Spatial Compliant Mechanisms

空间全柔性机构位置分析的刚度矩阵法

Stiffness Matrix Formulation of Thick Beams Based on High Order Shear Deformation Theory

按高阶理论考虑剪切变形影响的梁单元刚度矩阵

Influence of Foundation Stiffness Matrix and Soil Dead Load on Plate-soil Interaction

土自重及地基刚度矩阵对板土相互作用的影响

In order to consider the geometrically nonlinear behavior of suspension bridge structure, the tangential stiffness matrix of the assembled element and that of the spatial bar element were formulated.

根据等参单元的大变形理论，推导了组合单元的切线刚度矩阵，以适应悬索桥的几何非线性分析。

Solution for the Vibration of Multi stage Rotor System with Singular Stiffness Matrix

刚度阵奇异的多平行轴转子系统振动的求解

A type of three element model of steel braced is proposed, then a second_order stiffness matrix is formed.

对钢支撑引进了三元件模型，形成了考虑二阶效应的结构刚度矩阵。

The stiffness matrix of the plane members system with non prismatic

平面杆系变截面杆件刚度矩阵

Experimental Determination of the Structure of NN for Stiffness Matrix Computation

单刚矩阵计算用神经网络结构的实验确定

New Methods of Finite Element Stiffness Matrix ′ s Formation, Assemblage and Storage Suitable for Preconditioned Conjugate Gradient Method in Hydraulic Structures

适宜PCG方法的水工结构有限元刚度矩阵形成、组集和存储的新方法

In this paper, the element stiffness matrix which consider the contact factional effect is deduced.

根据梁与地基之间的内力和变形协调关系推导出考虑摩擦效应时的文克尔弹性地基上杆系有限单元法的单元刚度矩阵。

The precise tangent stiffness matrix of space cable element is derived in this paper by using equilibrium equation.

本文采用状态平衡方程推导出用超越函数表示的空间索单元切线刚度矩阵的精确表达式。

Based on nonlinear finite element theory, the tangent stiffness matrix in space frames is deducted and the program of nonlinear dynamic stability is compiled.

本文以此单层柱面正交异型网壳结构作为研究对象，根据非线性有限元理论建立了空间梁单元的切线刚度矩阵，编制了非线性动力稳定程序。

Geometric Nonlinear Stiffness Matrix Based on Tension-Compression and Torsion-Warping Interpolation Function

基于拉压与翘扭插值函数几何非线性刚度矩阵

Elasto Plastic Tangent Stiffness Matrix of Three Dimensional Beam Elements

三维梁单元的弹塑性切线刚度矩阵

Principle of stationary incremental potential energy and formation rules of tangent stiffness matrix

势能增量驻值原理与切线刚度矩阵的解构规则波纹管抗扭刚度的计算

The Accurate Total Equilibrium Equation and Tangent Stiffness Matrix of Three Dimensional Lattice Elements

空间桁架单元精确全量平衡方程及切线刚度

Study on a Tangent Stiffness Matrix Applied to Geometrically Nonlinear Elastic Plane Frames

平面框架梁单元切线刚度矩阵的研究