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    Model Selection Using Response Measurements: Bayesian Probabilistic Approach

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 002
    Author:
    James L. Beck
    ,
    Ka-Veng Yuen
    DOI: 10.1061/(ASCE)0733-9399(2004)130:2(192)
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Model Selection Using Response Measurements: Bayesian Probabilistic Approach

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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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