Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/542788
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dc.coverage.spatial
dc.date.accessioned2024-01-30T11:30:30Z-
dc.date.available2024-01-30T11:30:30Z-
dc.identifier.urihttp://hdl.handle.net/10603/542788-
dc.description.abstractThe present research study deals with model updating in the Bayesian frameworks with Metropolis Hastings (MH)-based Markov Chain Monte Carlo (MCMC) and Transitional MCMC (TMCMC) approaches. In the MH-based MCMC based FEMU, the prediction error variance models for non-informative prior estimation are considered for both frequencies and mode shapes following homoscedastic assumption. Further, the Bayesian model updating framework is extended for heteroscedastic model estimations that assign different variances to the modal errors. An eight-story shear building model and an experimental dataset that has been evaluated at the Los Alamos National Laboratory are used to numerically illustrate the proposed homoscedastic and heteroscedastic error models. Further, a two-stage Bayesian model updating framework based on TMCMC algorithm with an iterative model reduction technique is proposed. In the first stage, unknown modal coordinates are identified with an improved iterative model reduction technique which is further integrated into a sub-structuring scheme for applying to large finite element models. Subsequently, a modified TMCMC algorithm is proposed where, an affine-invariance sampling approach is proposed to estimate a multi-dimensional scaling (MDS) factor to account for the eigenfrequencies and mode shapes which are of different nature and dimensions. The effectiveness of the proposed algorithm is demonstrated by considering a simply-supported steel beam, a ten-storied reinforced concrete building model, and the previously used available experimental data set. Finally, an improved Bayesian model updating technique in the TMCMC framework in time domain is investigated wherein a modified iterative model reduction technique is embedded to address the limited availability of measurements. The efficiency of the algorithm is demonstrated considering a multi-storeyed frame and the previously used available experimental data set.
dc.format.extent207
dc.languageEnglish
dc.relation
dc.rightsself
dc.titleFinite Element Model Updating of Structures in Bayesian Framework and Enhanced Model Reduction Techniques
dc.title.alternative
dc.creator.researcherSengupta, Partha
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.description.note
dc.contributor.guideChakraborty, Subrata
dc.publisher.placeShibpur
dc.publisher.universityIndian Institute of Engineering Science and Technology, Shibpur
dc.publisher.institutionCivil Engineering
dc.date.registered2019
dc.date.completed2023
dc.date.awarded2023
dc.format.dimensions29 cm
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Civil Engineering

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01_title.pdfAttached File79.21 kBAdobe PDFView/Open
02_prelim pages.pdf417.53 kBAdobe PDFView/Open
03_contents.pdf63.56 kBAdobe PDFView/Open
04_abstract.pdf15.48 kBAdobe PDFView/Open
05_chapter 1.pdf293.11 kBAdobe PDFView/Open
06_chapter 2.pdf207.96 kBAdobe PDFView/Open
07_chapter 3.pdf2.77 MBAdobe PDFView/Open
08_chapter 4.pdf3.9 MBAdobe PDFView/Open
09_chapter 5.pdf3.06 MBAdobe PDFView/Open
10_annexure.pdf213.54 kBAdobe PDFView/Open
80_recommendation.pdf173.33 kBAdobe PDFView/Open


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