Ben Abdessalem, A., Dervilis, N. orcid.org/0000-0002-5712-7323, Wagg, D. orcid.org/0000-0002-7266-2105 et al. (1 more author) (2019) An efficient likelihood-free Bayesian computation for model selection and parameter estimation applied to structural dynamics. In: Niezrecki, C. and Baqersad, J., (eds.) Structural Health Monitoring, Photogrammetry & DIC : Proceedings of the 36th IMAC, A Conference and Exposition on Structural Dynamics 2018. 36th IMAC, A Conference and Exposition on Structural Dynamics, 12-15 Feb 2018, Orlando, FL, USA. Conference Proceedings of the Society for Experimental Mechanics, 6 . Springer , pp. 141-151. ISBN 9783319744759
Abstract
Model selection is a challenging problem that is of importance in many branches of the sciences and engineering, particularly in structural dynamics. By definition, it is intended to select the most plausible model among a set of competing models, that best matches the dynamic behaviour of a real structure and better predicts the measured data. The Bayesian approach is based essentially on the evaluation of a likelihood function and is arguably the most popular approach. However, in some circumstances, the likelihood function is intractable or not available even in a closed form. To overcome this issue, likelihood-free or approximate Bayesian computation (ABC) algorithms have been introduced in the literature, which relax the need of an explicit likelihood function to measure the degree of similarity between model prediction and measurements. One major issue with the ABC algorithms in general is the low acceptance rate which is actually a common problem with the traditional Bayesian methods. To overcome this shortcoming and alleviate the computational burden, a new variant of the ABC algorithm based on an ellipsoidal nested sampling technique is introduced in this paper. It has been called ABC-NS. This paper will demonstrate how the new algorithm promises drastic speedups and provides good estimates of the unknown parameters. To demonstrate its practical applicability, two illustrative examples are considered. Firstly, the efficiency of the novel algorithm to deal with parameter estimation is demonstrated using a moving average process based on synthetic measurements. Secondly, a real structure called the VTT benchmark, which consists of a wire rope isolators mounted between a load mass and a base mass, is used to further assess the performance of the algorithm in solving the model selection issue.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Editors: |
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Copyright, Publisher and Additional Information: | © 2019 The Society for Experimental Mechanics, Inc. This is an author-produced version of a paper subsequently published in Structural Health Monitoring, Photogrammetry & DIC, Volume 6. Uploaded in accordance with the publisher's self-archiving policy. |
Keywords: | Model selection; structural dynamics; likelihood-free Bayesian computation; moving average process; wire rope isolators |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Mechanical Engineering (Sheffield) |
Funding Information: | Funder Grant number Engineering and Physical Science Research Council EP/K003836/2; EP/K003836/1 |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 11 Jun 2021 13:10 |
Last Modified: | 11 Jun 2021 13:10 |
Status: | Published |
Publisher: | Springer |
Series Name: | Conference Proceedings of the Society for Experimental Mechanics |
Refereed: | Yes |
Identification Number: | 10.1007/978-3-319-74476-6_20 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:174872 |