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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Operational modal analysis using variational Bayes Li, Binbin; Der Kiureghian, Armen
Abstract
Operational modal analysis is the primary tool for modal parameters identification in civil engineering. Bayesian statistics offers an ideal framework for analyzing uncertainties associated with the identified modal parameters. However, the exact Bayesian analysis is usually intractable due to the high computation demanding in obtaining the posterior distributions of modal parameters. In this paper, the variational Bayes is employed to provide an approximated solution. Working with the state space representation of a dynamic system, the joint distribution of the state transition matrix and observation matrix as well as the joint distribution of the process noise and measurement error are firstly obtained analytically using conjugate priors, then the distributions of modal parameters are extracted from these obtained joint distributions based on sampling because no closed form solution exists. A numerical simulation example demonstrates the performance of the proposed approach. The variational Bayes yields a consistent estimation of modal parameters although the variability is slightly under-estimated. Moreover, the variational Bayes is more flexible than the Laplace approximation and much more efficient than Monte Carlo sampling.
Item Metadata
Title |
Operational modal analysis using variational Bayes
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
Operational modal analysis is the primary tool for modal parameters identification in
civil engineering. Bayesian statistics offers an ideal framework for analyzing uncertainties associated
with the identified modal parameters. However, the exact Bayesian analysis is usually intractable due
to the high computation demanding in obtaining the posterior distributions of modal parameters. In this
paper, the variational Bayes is employed to provide an approximated solution. Working with the state
space representation of a dynamic system, the joint distribution of the state transition matrix and
observation matrix as well as the joint distribution of the process noise and measurement error are
firstly obtained analytically using conjugate priors, then the distributions of modal parameters are
extracted from these obtained joint distributions based on sampling because no closed form solution
exists. A numerical simulation example demonstrates the performance of the proposed approach. The
variational Bayes yields a consistent estimation of modal parameters although the variability is slightly
under-estimated. Moreover, the variational Bayes is more flexible than the Laplace approximation and
much more efficient than Monte Carlo sampling.
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Type | |
Language |
eng
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Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
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Date Available |
2015-05-22
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Provider |
Vancouver : University of British Columbia Library
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Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
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DOI |
10.14288/1.0076155
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URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
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Peer Review Status |
Unreviewed
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Scholarly Level |
Faculty
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DSpace
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Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada