Reduced basis representation of large-scale random eigenvalue problems
Reduced basis representation of large-scale random eigenvalue problems
A reduced basis formulation is presented for efficient solution of large-scale random eigenvalue problems. The present formulation aims to improve the accuracy of the first-order perturbation method, and also allow the efficient computation of higher-order statistical moments of the eigenparameters. In the proposed method, the two terms of the first-order perturbation approximation for the eigenvector are used as basis vectors for Ritz analysis of the random eigenvalue problem. Since only two basis vectors are used to represent each eigenmode of interest, explicit expressions for the random eigenvalues and eigenvectors can be readily derived. A complete statistical description of the eigenvalues and eigenvectors is hence made possible in a computationally expedient fashion. Numerical studies are presented for free and forced vibration analysis of a stochastic structural system. It is demonstrated that the reduced basis method gives significantly better results as compared to the first-order perturbation method, particularly for large stochastic variations in the random system parameters.
1-11
American Institute of Aeronautics and Astronautics
Nair, P.B.
d4d61705-bc97-478e-9e11-bcef6683afe7
Keane, A.J.
26d7fa33-5415-4910-89d8-fb3620413def
2000
Nair, P.B.
d4d61705-bc97-478e-9e11-bcef6683afe7
Keane, A.J.
26d7fa33-5415-4910-89d8-fb3620413def
Nair, P.B. and Keane, A.J.
(2000)
Reduced basis representation of large-scale random eigenvalue problems.
In Proceedings of AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibition.
American Institute of Aeronautics and Astronautics.
.
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Conference or Workshop Item
(Paper)
Abstract
A reduced basis formulation is presented for efficient solution of large-scale random eigenvalue problems. The present formulation aims to improve the accuracy of the first-order perturbation method, and also allow the efficient computation of higher-order statistical moments of the eigenparameters. In the proposed method, the two terms of the first-order perturbation approximation for the eigenvector are used as basis vectors for Ritz analysis of the random eigenvalue problem. Since only two basis vectors are used to represent each eigenmode of interest, explicit expressions for the random eigenvalues and eigenvectors can be readily derived. A complete statistical description of the eigenvalues and eigenvectors is hence made possible in a computationally expedient fashion. Numerical studies are presented for free and forced vibration analysis of a stochastic structural system. It is demonstrated that the reduced basis method gives significantly better results as compared to the first-order perturbation method, particularly for large stochastic variations in the random system parameters.
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Published date: 2000
Additional Information:
AIAA-2000-1828
Venue - Dates:
AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibition, Atlanta, USA, 2000-04-03 - 2000-04-06
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Local EPrints ID: 21893
URI: http://eprints.soton.ac.uk/id/eprint/21893
PURE UUID: 01aa363e-bda3-4dc7-bb67-8213a4c033ca
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Date deposited: 23 Feb 2007
Last modified: 16 Mar 2024 02:53
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Author:
P.B. Nair
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