Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies

Derivatives of eigenvectors with respect to structural parameters play an important role in structural design, identification, and optimization. Particularly, calculation of eigenvector sensitivity is considered when the eigenvalues are repeated. A relaxation factor embedded in the combined approxim...

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Main Authors: Shijia Zhao, Tao Xu, Guikai Guo, Wei Zhang, Dongkai Liu
Format: Article
Language:English
Published: Wiley 2013-01-01
Series:Journal of Applied Mathematics
Online Access:http://dx.doi.org/10.1155/2013/810147
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author Shijia Zhao
Tao Xu
Guikai Guo
Wei Zhang
Dongkai Liu
author_facet Shijia Zhao
Tao Xu
Guikai Guo
Wei Zhang
Dongkai Liu
author_sort Shijia Zhao
collection DOAJ
description Derivatives of eigenvectors with respect to structural parameters play an important role in structural design, identification, and optimization. Particularly, calculation of eigenvector sensitivity is considered when the eigenvalues are repeated. A relaxation factor embedded in the combined approximations (CA) method makes it effective to the structural response at various modified designs. The proposed method is feasible after overcoming the defection of irreversibility of the characteristic matrix. Numerical examples show that it is easy to implement the computational procedure, and the method presented in this paper is efficient for the general linear vibration damped systems with repeated frequencies.
format Article
id doaj-art-cb4e644c48f14eecbd3701fe40976da7
institution Kabale University
issn 1110-757X
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language English
publishDate 2013-01-01
publisher Wiley
record_format Article
series Journal of Applied Mathematics
spelling doaj-art-cb4e644c48f14eecbd3701fe40976da72025-02-03T05:47:35ZengWileyJournal of Applied Mathematics1110-757X1687-00422013-01-01201310.1155/2013/810147810147Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated FrequenciesShijia Zhao0Tao Xu1Guikai Guo2Wei Zhang3Dongkai Liu4College of Mechanical Science and Engineering, Jilin University, Changchun 130022, ChinaCollege of Mechanical Science and Engineering, Jilin University, Changchun 130022, ChinaCollege of Mechanical Science and Engineering, Jilin University, Changchun 130022, ChinaCollege of Mechanical Science and Engineering, Jilin University, Changchun 130022, ChinaCollege of Mechanical Science and Engineering, Jilin University, Changchun 130022, ChinaDerivatives of eigenvectors with respect to structural parameters play an important role in structural design, identification, and optimization. Particularly, calculation of eigenvector sensitivity is considered when the eigenvalues are repeated. A relaxation factor embedded in the combined approximations (CA) method makes it effective to the structural response at various modified designs. The proposed method is feasible after overcoming the defection of irreversibility of the characteristic matrix. Numerical examples show that it is easy to implement the computational procedure, and the method presented in this paper is efficient for the general linear vibration damped systems with repeated frequencies.http://dx.doi.org/10.1155/2013/810147
spellingShingle Shijia Zhao
Tao Xu
Guikai Guo
Wei Zhang
Dongkai Liu
Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
Journal of Applied Mathematics
title Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
title_full Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
title_fullStr Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
title_full_unstemmed Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
title_short Efficient Procedures of Sensitivity Analysis for Structural Vibration Systems with Repeated Frequencies
title_sort efficient procedures of sensitivity analysis for structural vibration systems with repeated frequencies
url http://dx.doi.org/10.1155/2013/810147
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