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。
This paper puts forth a set of damage identification technique based on SVM and dynamic flexibility matrix.
本文提出了一套基于支持向量机和动柔度矩阵的损伤识别技术。
The paper has established a linearly viscoelastic ground model in elastic half-space, and has derived the formulae of ground flexibility matrix and stiffness matrix.
建立了线性粘弹性半空间地基模型，并给出了地基柔度矩阵和刚度矩阵的计算公式。
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。
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。
Flexibility matrix elements show whole structural information, its maximal changes may not coincide with damage location.
度矩阵元素反映的是结构整体信息，变化最大的不一定对应损伤部位。
Flexibility matrix elements show whole structural information, its maximal changes may not coincide with damage location.
度矩阵元素反映的是结构整体信息，变化最大的不一定对应损伤部位。
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