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    Environmental Load Direction and Reliability Bounds

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author:
    Emil Simiu
    ,
    Stefan D. Leigh
    ,
    William A. Nolan
    DOI: 10.1061/(ASCE)0733-9445(1986)112:5(1199)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is presented for estimating reliability bounds for the probability of failure of members sensitive to load directionality effects. The property of multivariate extreme value distributions that zero values of all pairwise correlations imply statistical idependence among the variates is first used to obtain rough estimates of failure probabilities. More refined estimates are then obtained by using expressions for lower and upper bounds for the probabilities, which entail the use of univariate and bivariate probability distributions. In the latter, information is used on the pairwise correlation of load data corresponding to the various directions. In well-behaved wind climates the assumption that data corresponding to any two octants are shown to be mutually uncorrelated results in the overestimation of failure probabilities by a fctor of about two or less.
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      Environmental Load Direction and Reliability Bounds

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29790
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    • Journal of Structural Engineering

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    contributor authorEmil Simiu
    contributor authorStefan D. Leigh
    contributor authorWilliam A. Nolan
    date accessioned2017-05-08T20:52:01Z
    date available2017-05-08T20:52:01Z
    date copyrightMay 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A5%281199%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29790
    description abstractA procedure is presented for estimating reliability bounds for the probability of failure of members sensitive to load directionality effects. The property of multivariate extreme value distributions that zero values of all pairwise correlations imply statistical idependence among the variates is first used to obtain rough estimates of failure probabilities. More refined estimates are then obtained by using expressions for lower and upper bounds for the probabilities, which entail the use of univariate and bivariate probability distributions. In the latter, information is used on the pairwise correlation of load data corresponding to the various directions. In well-behaved wind climates the assumption that data corresponding to any two octants are shown to be mutually uncorrelated results in the overestimation of failure probabilities by a fctor of about two or less.
    publisherAmerican Society of Civil Engineers
    titleEnvironmental Load Direction and Reliability Bounds
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:5(1199)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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