正交化
特征向量
正交性
情态动词
模态矩阵
自由度(物理和化学)
有限元法
数学
基础(线性代数)
应用数学
基质(化学分析)
算法
数学分析
对角化矩阵
对称矩阵
几何学
物理
结构工程
工程类
化学
量子力学
材料科学
高分子化学
复合材料
出处
期刊:Journal of Engineering Mechanics-asce
[American Society of Civil Engineers]
日期:2009-06-22
卷期号:136 (1): 91-99
被引量:14
标识
DOI:10.1061/(asce)em.1943-7889.0000068
摘要
An efficient model correction method is proposed by using the modal measurement from a structural system. The method corrects/updates the mass and stiffness matrix without imposing any parameterization. It considers the information from both the nominal finite-element model and the measurement of modal frequencies and mode shapes. The method is computationally very efficient and it does not require computation of the complete set of eigenvalues and eigenvectors of the nominal model. Instead, only the nominal eigenvalues and eigenvectors of the modes to be corrected are needed. The Gram-Schmidt orthogonalization process is used to construct a basis that satisfies the mass orthogonality condition. This basis is used to transform the eigenvectors of the nominal model so that the corrected model is compatible with the measurement. A thousand-degree-of-freedom chainlike system and a 1,440-degree-of-freedom structural frame are used to illustrate the proposed method.
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