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    Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Jong-Wha Bai
    ,
    Mary Beth D. Hueste
    ,
    Paolo Gardoni
    DOI: 10.1061/(ASCE)0733-9445(2009)135:10(1155)
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides an approach to conduct a probabilistic assessment of structural damage due to seismic events with an application to typical building structures in mid-America. The developed methodology includes modified damage state classifications based on the Applied Technology Council (ATC)-13 and ATC-38 damage states and the ATC-38 database of building damage. Damage factors are assigned to each damage state to quantify structural damage as a percentage of structural replacement cost. To account for the inherent uncertainties, these factors are expressed as random variables with a Beta distribution. A set of fragility curves, quantifying the structural vulnerability of a building, is mapped onto the developed methodology to determine the expected structural damage. The total structural damage factor for a given seismic intensity is then calculated using a probabilistic approach. Prediction and confidence bands are also constructed to account for the prevailing uncertainties. The expected seismic structural damage is assessed for three types of building structures in the mid-American region using the developed methodology. In addition, a sensitivity analysis for the probabilistic parameters is conducted. The developed methodology provides a transparent procedure where the structural damage factors can be updated as additional seismic damage data becomes available.
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      Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35347
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    • Journal of Structural Engineering

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    contributor authorJong-Wha Bai
    contributor authorMary Beth D. Hueste
    contributor authorPaolo Gardoni
    date accessioned2017-05-08T21:00:45Z
    date available2017-05-08T21:00:45Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A10%281155%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35347
    description abstractThis paper provides an approach to conduct a probabilistic assessment of structural damage due to seismic events with an application to typical building structures in mid-America. The developed methodology includes modified damage state classifications based on the Applied Technology Council (ATC)-13 and ATC-38 damage states and the ATC-38 database of building damage. Damage factors are assigned to each damage state to quantify structural damage as a percentage of structural replacement cost. To account for the inherent uncertainties, these factors are expressed as random variables with a Beta distribution. A set of fragility curves, quantifying the structural vulnerability of a building, is mapped onto the developed methodology to determine the expected structural damage. The total structural damage factor for a given seismic intensity is then calculated using a probabilistic approach. Prediction and confidence bands are also constructed to account for the prevailing uncertainties. The expected seismic structural damage is assessed for three types of building structures in the mid-American region using the developed methodology. In addition, a sensitivity analysis for the probabilistic parameters is conducted. The developed methodology provides a transparent procedure where the structural damage factors can be updated as additional seismic damage data becomes available.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:10(1155)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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