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contributor authorT. Haukaas
contributor authorP. Gardoni
date accessioned2017-05-08T21:43:30Z
date available2017-05-08T21:43:30Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29em%2E1943-7889%2E0000262.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60715
description abstractIn this paper, probabilistic models for structural analysis are put forward, with particular emphasis on model uncertainty. Context is provided by the finite-element method and the need for probabilistic prediction of structural performance in contemporary engineering. Sources of model uncertainty are identified and modeled. A Bayesian approach is suggested for the assessment of new model parameters within the element formulations. The expressions are formulated by means of numerical “sensors” that influence the model uncertainty, such as element distortion and degree of nonlinearity. An assessment procedure is proposed to identify the sensors that are most suitable to capture model uncertainty. This paper presents the general methodology and specific implementations for a general-purpose structural element. Two numerical examples are presented to demonstrate the methodology and its implications for probabilistic prediction of structural response.
publisherAmerican Society of Civil Engineers
titleModel Uncertainty in Finite-Element Analysis: Bayesian Finite Elements
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000253
treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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