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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Sparse Bayesian learning with Gibbs sampling for structural health monitoring with noisy incomplete modal data Huang, Yong; Beck, James L.
Abstract
Most hidden damage that occurs in civil structures is in localized areas. In this paper, this information is exploited in a sparse Bayesian learning framework for inferring localized stiffness reductions as a proxy for structural damage that uses noisy incomplete modal data from before and after possible damage. The methodology proposes a new sparse Bayesian model that induces spatial sparseness in representations of the inferred stiffness reductions. To obtain not only the most plausible model of sparse stiffness reductions within a specified class of models, but also a quantification of its uncertainty, the method uses Gibbs sampling to generate samples from the posterior distribution for the structural stiffness parameters, system modal parameters and eigenequation-error precision parameter. The approach has five important benefits: (1) no matching of model and experimental modes is needed; (2) solving the eigenvalue problem of a structural model is not required; (3) all the uncertain parameters are sampled or estimated conditional on the modal data, and, therefore, no user-intervention is required; (4) the effective dimension for the Gibbs sampling only depends on the small number of parameter groups that are used for constructing the conditional PDFs for drawing samples; and (5) the inferred stiffness reductions are spatially sparse in a way that is consistent with a Bayesian Ockham's razor. A three-dimensional braced-frame model from the Phase II benchmark problem sponsored by the IASEASCE Task Group on Structural Health Monitoring is analyzed using the proposed method. The results show that the proposed approach reduces the occurrence of false and missed damage detections in the presence of modeling errors.
Item Metadata
Title |
Sparse Bayesian learning with Gibbs sampling for structural health monitoring with noisy incomplete modal data
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
Most hidden damage that occurs in civil structures is in localized areas. In this paper, this
information is exploited in a sparse Bayesian learning framework for inferring localized stiffness
reductions as a proxy for structural damage that uses noisy incomplete modal data from before and
after possible damage. The methodology proposes a new sparse Bayesian model that induces spatial
sparseness in representations of the inferred stiffness reductions. To obtain not only the most plausible
model of sparse stiffness reductions within a specified class of models, but also a quantification of its
uncertainty, the method uses Gibbs sampling to generate samples from the posterior distribution for the
structural stiffness parameters, system modal parameters and eigenequation-error precision parameter.
The approach has five important benefits: (1) no matching of model and experimental modes is needed;
(2) solving the eigenvalue problem of a structural model is not required; (3) all the uncertain parameters
are sampled or estimated conditional on the modal data, and, therefore, no user-intervention is required;
(4) the effective dimension for the Gibbs sampling only depends on the small number of parameter
groups that are used for constructing the conditional PDFs for drawing samples; and (5) the inferred
stiffness reductions are spatially sparse in a way that is consistent with a Bayesian Ockham's razor. A
three-dimensional braced-frame model from the Phase II benchmark problem sponsored by the IASEASCE
Task Group on Structural Health Monitoring is analyzed using the proposed method. The results
show that the proposed approach reduces the occurrence of false and missed damage detections in the
presence of modeling errors.
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Genre | |
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 |
10.14288/1.0076216
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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