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contributor authorJ. L. Beck
contributor authorL. S. Katafygiotis
date accessioned2017-05-08T22:38:39Z
date available2017-05-08T22:38:39Z
date copyrightApril 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A4%28455%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84781
description abstractThe problem of updating a structural model and its associated uncertainties by utilizing dynamic response data is addressed using a Bayesian statistical framework that can handle the inherent ill-conditioning and possible nonuniqueness in model updating applications. The objective is not only to give more accurate response predictions for prescribed dynamic loadings but also to provide a quantitative assessment of this accuracy. In the methodology presented, the updated (optimal) models within a chosen class of structural models are the most probable based on the structural data if all the models are equally plausible a priori. The prediction accuracy of the optimal structural models is given by also updating probability models for the prediction error. The precision of the parameter estimates of the optimal structural models, as well as the precision of the optimal prediction-error parameters, can be examined. A large-sample asymptotic expression is given for the updated predictive probability distribution of the uncertain structural response, which is a weighted average of the predictive probability distributions for each optimal model. This predictive distribution can be used to make model predictions despite possible nonuniqueness in the optimal models.
publisherAmerican Society of Civil Engineers
titleUpdating Models and Their Uncertainties. I: Bayesian Statistical Framework
typeJournal Paper
journal volume124
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:4(455)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 004
contenttypeFulltext


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