矩阵位移法

用VBA技术在AutoCAD2000下绘制矩阵位移法计算后的平面杆系结构的弯矩图，描述了三种单元荷载作用下的弯矩图的生成。

The bending moment diagram of plane bar structure is plotted by using VBA on AutoCAD 2000 after the bending moment has been computed with Matrix Displacement Method Program . The making of the bending moment diagram under three element loads is described .

矩阵位移法在杆系预应力混凝土结构中的应用

Application of matrix displacement method in linkage pretensioning concrete structure

本文用矩阵位移法进行了柔性桩台横向排架内力分析的精确计算，并用编制的程序在AppLEⅡ微机上作了算例，证明本文方法比原来的方法较为经济合理。

In this paper , the exact method of calculation of internal forces of lateral frames of flexible piling platforms is presented and an example is given on the calculation by computer APPLE I using this program .

考虑建造过程的多重子结构分析矩阵位移法

The Matrix-Displacement Method Based on Multiple Substructural Analysis with Construction Effect

钢管混凝土拱结构计算的矩阵位移法

Matrix Displacement Method for Concrete Filled Steel Tubular Arch Structures

起重机杆系结构的动态矩阵位移法求解

Dynamic matrix transposition method in bars system structure of crane

框剪体系矩阵位移法简化分析

Simplified Matrix Displacement Methods for Analysis of Wall-Frame Structure

可简化矩阵位移法求解过程，减少由材料缺陷等因素引起的计算偏差。

The calculated deviation some factors such as material defect cause is reduced .

以杆件为单元的矩阵位移法；

The matrix displacement method based on member systems ;

本文考虑井架空间受力状态，用矩阵位移法计算柔度系数。

The stability coefficient to be computed using the matrix displacement method is considered .

从矩阵位移法看有限元应力精度的损失与恢复

The loss and recovery of stress accuracy in FEM as seen from matrix displacement method

矩阵位移法程序

Program for the Matrix Shifting Method

矩阵位移法在忽略轴向变形下解有斜杆刚架

To solve rigid frame containing bevel shaft with matrix displacement method under neglect the axial deformation

平面刚架二阶内力分析的矩阵位移法

Analysis of the second order internal force of plane rigid frames by the matrix displacement method

而矩阵位移法与矩阵力法正是矩阵结构分析中非常重要的两个组成部分。

Matrix displacement method and matrix force method are very important parts of matrix structure analysis .

《结构力学》中矩阵位移法的程序实现

Programming Implementation of Matrix Displacement Method

空间圆弧曲梁刚架内力计算的矩阵位移法

The Matrix Displacement Method for Calculating the Internal Force of Frame with the Space Circular Curved Beam

以矩阵位移法为理论基础推导了考虑剪切变形的带刚域结构的内力计算公式，其中，对于结点刚性域和剪切变形做了一般化处理。

Among them , there is a general treatment regarding the point rigid zone and the shear deformation .

运用矩阵位移法对以上各种桥型计算实例的结果进行验证，两者计算结果吻合较好。

Calculation examples show that the results obtained by this method agree with those obtained by matrix displacement method .

本文给出了框架&剪力墙体系矩阵位移法简化分析的若干模型。

This paper proposes some models for analysis of the wall-frame structure by use of simplified matrix displacement methods .

框架结构中的主次梁扭弯变形双协调的矩阵位移法

On deformation of architecture matrix displacement method for double coordination of bending-twisting deformation of orthogonal beam system in frame construction

考虑弯扭耦合，按结构力学方法推导出位移法中常用单跨超静定圆弧曲线梁的弯&扭转角位移方程，可直接用于矩阵位移法的单刚方程。

Based on the schemes of different support conditions of curved bridges , the rotation displacement and torsion equations are derived .

该模型将整个结构分为基本结构和递推结构两部分，采用子结构矩阵位移法来分析。

According to the model the whole structure is divided into base structure and recurrence structures and used substructural matrix-displacement method to analysis .

本文采用变刚度的矩阵位移法分析无粘结预应力混凝土网格梁的加载全过程。

This paper presents a matrix structural analysis of variable stiffness on the complete loading history of prestressed concrete grids with unbonded tendons .

根据三维空间结构节点的变位分析，建立了模拟建造过程的多重子结构分析矩阵位移法。

Accodring to analysis of structural deformation in three-dimensional space , a matrix-displacement method based on multiple substructural analysis-which simulates the construction process is proposed .

本文分析了一些典型问题，提出了在结构矩阵位移法教学中应注意的问题和建议。

Some typical problems are presented in this paper . The author suggests that some points must be considered in the teaching of the matrix displacement method .

结构分析中考虑了拉线的非线性性质、支座沉降、结构的温度应力及杆身的轴向变形和扭转变形的影响，并采用矩阵位移法和迭代法进行计算。

The structural analysis considers the nonlinear character of guy lines , settlement of supports , thermal stresses and the axial and torsional deformation of the tower .

视钢管混凝土为复合材料，建立了钢管混凝土拱结构计算的矩阵位移法。

Regarding the concrete filled steel tube as a composite material , this paper proposes a new matrix displacement method for analyzing concrete filled steel tubular arch structures .

采用矩阵位移法建立结构的刚度方程，并将其写成迭代形式进行二阶内力的分析；

The matrix displacement method is used to establish the structural stiffness equations and the equations are written in the form of iteration in order to analyze the second order internal force .

本文通过桅杆结构矩阵位移法的计算实例，表明水平位移也是由0°风向控制。

In this paper , through numerical examples of the mast structure used by matrix displacement method , it is shown that the horizontal displacement is also controlled by 0 ° wind direction .