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dc.creatorSedehi O., Teymouri D., Katafygiotis L.S., Papadimitriou C.en
dc.date.accessioned2023-01-31T09:54:59Z
dc.date.available2023-01-31T09:54:59Z
dc.date.issued2019
dc.identifier.urihttp://hdl.handle.net/11615/78884
dc.description.abstractIdentification of structural damage requires reliable assessments of damage-sensitive quantities, including natural frequencies, mode shapes, and damping ratios. Lack of knowledge about the correct value of these parameters introduces a particular sort of uncertainty often referred to as epistemic uncertainty. This class of uncertainty is reducible in a sense that it can be decreased by enhancing the modeling accuracy and collecting new information. On the contrary, such damage-sensitive parameters might also have intrinsic randomness arising from unknown phenomena and effects, which gives rise to an irreducible category of uncertainty often referred to as aleatory uncertainty. The present Bayesian modal updating methodologies can produce reasonable quantification of the epistemic uncertainties, while they often fail to account for the aleatory uncertainties. In this paper, a new multilevel (hierarchical) probabilistic modeling framework is proposed to bridge this significant gap in uncertainty quantification and propagation of structural dynamics inverse problems. Since multilevel model calibration schemes establish a complicated model structure associated with additional parameters and variables, their computational costs are often considerable, if not prohibitive. To reduce the computational costs, the modal updating procedure is simplified using a second-order Taylor expansion approximation. This approximation is combined with a Markov chain Monte-Carlo (MCMC) sampling method to compute marginal posterior distributions of quantities of interest. The proposed framework is illustrated using one simple experimental example. As a result, it is demonstrated that the proposed framework surpasses the present Bayesian modal updating methods as it accounts for both the aleatory and epistemic uncertainties. © 13th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP 2019. All rights reserved.en
dc.language.isoenen
dc.source13th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP 2019en
dc.source.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85126498096&partnerID=40&md5=261ef777d6b09f2c6c4a94f6409588c8
dc.subjectDamage detectionen
dc.subjectInverse problemsen
dc.subjectMarkov chainsen
dc.subjectMonte Carlo methodsen
dc.subjectRegression analysisen
dc.subjectStructural analysisen
dc.subjectStructural dynamicsen
dc.subjectAleatory and epistemic uncertaintiesen
dc.subjectEpistemic uncertaintiesen
dc.subjectMarginal posterior distributionen
dc.subjectMarkov chain Monte Carloen
dc.subjectProbabilistic modelingen
dc.subjectQuantities of interestsen
dc.subjectSecond-order Taylor expansionen
dc.subjectUncertainty quantification and propagationen
dc.subjectUncertainty analysisen
dc.subjectSeoul National Universityen
dc.titleQuantification of aleatory uncertainty in modal updating problems using a new hierarchical Bayesian frameworken
dc.typeconferenceItemen


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