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    Bayesian Model–Data Fusion for Mechanistic Postearthquake Damage Assessment of Building Structures

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 009
    Author:
    Kalil Erazo
    ,
    Eric M. Hernandez
    DOI: 10.1061/(ASCE)EM.1943-7889.0001114
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a probabilistic framework for estimating seismic-induced damage in partially instrumented buildings. The proposed framework uses acceleration measurements at a limited number of stories and Bayesian filtering to estimate the response at all stories. The paper compares four Bayesian filters: the extended, unscented, and ensemble Kalman filters, and the particle filter. The estimated response throughout the building serves as input to a damage model that yields an estimate of structural damage and its uncertainty at all stories. The methodology is numerically verified in an elastoplastic 5-story shear building and in a 10-story inelastic moment-resisting frame under various types of model errors and minimal instrumentation. It was found that under ideal and mild modeling error conditions, the proposed methodology provides consistent estimates of damage and its uncertainty.
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      Bayesian Model–Data Fusion for Mechanistic Postearthquake Damage Assessment of Building Structures

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    contributor authorKalil Erazo
    contributor authorEric M. Hernandez
    date accessioned2017-12-30T12:54:01Z
    date available2017-12-30T12:54:01Z
    date issued2016
    identifier other%28ASCE%29EM.1943-7889.0001114.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243117
    description abstractThis paper presents a probabilistic framework for estimating seismic-induced damage in partially instrumented buildings. The proposed framework uses acceleration measurements at a limited number of stories and Bayesian filtering to estimate the response at all stories. The paper compares four Bayesian filters: the extended, unscented, and ensemble Kalman filters, and the particle filter. The estimated response throughout the building serves as input to a damage model that yields an estimate of structural damage and its uncertainty at all stories. The methodology is numerically verified in an elastoplastic 5-story shear building and in a 10-story inelastic moment-resisting frame under various types of model errors and minimal instrumentation. It was found that under ideal and mild modeling error conditions, the proposed methodology provides consistent estimates of damage and its uncertainty.
    publisherAmerican Society of Civil Engineers
    titleBayesian Model–Data Fusion for Mechanistic Postearthquake Damage Assessment of Building Structures
    typeJournal Paper
    journal volume142
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001114
    page04016062
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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