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contributor authorJames L. Beck
contributor authorKa-Veng Yuen
date accessioned2017-05-08T22:40:20Z
date available2017-05-08T22:40:20Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290733-9399%282004%29130%3A2%28192%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85869
description abstractA Bayesian probabilistic approach is presented for selecting the most plausible class of models for a structural or mechanical system within some specified set of model classes, based on system response data. The crux of the approach is to rank the classes of models based on their probabilities conditional on the response data which can be calculated based on Bayes’ theorem and an asymptotic expansion for the evidence for each model class. The approach provides a quantitative expression of a principle of model parsimony or of Ockham’s razor which in this context can be stated as “simpler models are to be preferred over unnecessarily complicated ones.” Examples are presented to illustrate the method using a single-degree-of-freedom bilinear hysteretic system, a linear two-story frame, and a ten-story shear building, all of which are subjected to seismic excitation.
publisherAmerican Society of Civil Engineers
titleModel Selection Using Response Measurements: Bayesian Probabilistic Approach
typeJournal Paper
journal volume130
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2004)130:2(192)
treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 002
contenttypeFulltext


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