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1)  generalized flexibility matrix
广义柔度矩阵
1.
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。
2)  the generalized stiffness matrix
广义刚度矩阵
1.
Furthermore, the generalized stiffness matrix of a generalized strip element .
本文吸取离散化方法和连续化方法的各自优点,借鉴有限条方法的理论,提出了一种分析高层建筑框筒结构的简化方法,在引入广义条元的概念后,对广义条元内的梁、柱进行不同的处理,通过位移变换,分别得到了梁、柱线的广义刚度矩阵,进而又形成广义条元的广义刚度矩阵。
3)  generalized ultrametric matrix
广义超度量矩阵
1.
It is proved that when A is a nonsingular generalized ultrametric matrix,then the Hadamard product Ao A~T is also a generalized ultrametric matrix and its inverse is an M- matrix.
本文研究了广义超度量矩阵的封闭性质。
4)  flexibility matrix
柔度矩阵
1.
Damage identification of main girders for long span cable-stayed bridge based on flexibility matrix;
基于柔度矩阵法的大跨斜拉桥主梁的损伤识别
2.
Study indicates that flexibility matrix is a kind of powerful method of structure damage detection.
与频率和振型相比,柔度矩阵是结构损伤检测的有力工具。
5)  compliance matrix
柔度矩阵
1.
The explicit unified expression of element compliance matrix and the explicit formulations for the displacements of element nodes are derived from the concept of base forces.
为了改进传统的余能原理有限元方法,利用基面力概念,提出了一种具有边中节点的单元,推导出一种余能原理有限元柔度矩阵精确表达式的具体形式和节点位移显示表达式,运用广义余能原理中的Lagrange乘子法得到以基面力为基本未知量的余能原理有限元法的支配方程,编制出相应的MATLAB语言有限元分析程序。
2.
The process of elastohydrodynamic analysis combined with compliance matrix was described,and an elastohydrodynamic calculation was done using ORBIT as tools with compliance matrix on conrod big-end bearing of a 4 cylinder in-line diesel engine.
介绍了结合柔度矩阵的轴承弹流分析流程,并针对某直列四缸柴油机连杆大头轴承,应用轴承设计软件OR-B IT结合有限元软件生成的柔度矩阵进行了弹流润滑计算分析。
3.
An explicit expression of element compliance matrix of the finite element method for arbitrary meshes is derived using the base forces.
利用基面力概念,给出一种任意形状网格都可以使用的柔度矩阵表达式的具体形式,运用拉格朗日乘子法得到以基面力为基本未知量的余能原理有限元支配方程,提出计算节点位移的表达式,编制出相应的任意网格有限元计算程序。
6)  generalized flexibility
广义柔度
1.
A new concept of generalized flexibility is introduced based on the platform response spectrum for identifying the platform damaged in different positions and changed in deck mass as well as the foundation relaxation.
利用导管架平台模型在波浪中频域动响应,构造几种广义柔度,将所提出的广义柔度法应用于平台模型的完整性检测,证明它与传统的柔度法有很好的一致性,便于实际应用。
补充资料:广义
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