The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.
采用连接单元法，考虑连接柔性的影响，推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。
In this paper, we present an application of the matrix flexibility management method, which is a sequencing of main factors in the development of mountain area economy.
以应用实例研究了运用矩阵柔性管理方法，计算山区经济开发主要因素的排序问题。
The authors presented a structural damage identification method based on generalized flexibility matrix.
提出一种基于广义柔度矩阵的结构损伤识别方法。
According to the pseudo-inverse relationship between global stiffness matrix and flexibility matrix, a flexibility-based method for structural damage localization is presented.
本文利用结构柔度矩阵与刚度矩阵之间的广义逆关系，建立了一种基于柔度的结构损伤定位方法。
In the paper we discuss the background, concept and implication of the Matrix Flexibility Management Method.
本文主要介绍了矩阵柔性管理方法的背景、概念和内涵。
To meet these problems, an application of B-differentiable Equation method for the contact problem is presented and the contact flexibility matrix is no longer needed.
为此，本文利用接触条件的B-可微方程组形式，提出了一种不需形成柔度阵的求解方法。
The thin-walled element with different shear-centers on one section is analyzed and calculated by this method as well, then, the element flexibility matrix is presented.
结合示例介绍了用动态坐标法直接计算薄壁构件的空间变形，并将其用到弯心不共线的薄壁梁的计算分析中，给出了相应的单元柔度矩阵和力法求解过程。
Base on dynamic analysis, put forward a method of optimize design taking the cross dynamic flexibility of main shaft at major frame as objective function, the model is given by transfer matrix.
在动力学分析的基础上，提出了以织机主墙板处的交叉动柔度为优化设计目标函数的方法，并用传递矩阵方法导出了函数形式。
Using this method, the structural damage can be directly identified due to the linear relationship between the elements of flexibility matrix and the parameters of structural members.
对于悬臂结构，其柔度与其结构参数间的线性关系，直接建立模态与结构损伤参数之间的关系，通过解矩阵方程识别损伤参数。
Using this method, the structural damage can be directly identified due to the linear relationship between the elements of flexibility matrix and the parameters of structural members.
对于悬臂结构，其柔度与其结构参数间的线性关系，直接建立模态与结构损伤参数之间的关系，通过解矩阵方程识别损伤参数。
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