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    Stochastic Analysis of Load Combination

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 009
    Author:
    Claudio Floris
    DOI: 10.1061/(ASCE)0733-9399(1998)124:9(929)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews the methods for combining loads idealized as Poisson processes. Hasofer's method for combining a Poisson square wave load with a Poisson impulsive load is extended to the case of a combination of one square wave load with an arbitrary number of impulsive loads. The problem of considering the effects of dead load is addressed. Both the instantaneous and the largest value in structural life time statistics of a combination are determined. The following load combinations are considered in the applications: (1) dead and live load on floors; (2) dead and wind load; and (3) a combination involving four loads. As the percentage of dead load with respect to the sum of all load averages decreases, it is found that all fractiles of the largest value distribution increase, even considerably. Finally, a new combination rule for practical use is proposed.
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      Stochastic Analysis of Load Combination

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    contributor authorClaudio Floris
    date accessioned2017-05-08T22:38:44Z
    date available2017-05-08T22:38:44Z
    date copyrightSeptember 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A9%28929%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84856
    description abstractThis paper reviews the methods for combining loads idealized as Poisson processes. Hasofer's method for combining a Poisson square wave load with a Poisson impulsive load is extended to the case of a combination of one square wave load with an arbitrary number of impulsive loads. The problem of considering the effects of dead load is addressed. Both the instantaneous and the largest value in structural life time statistics of a combination are determined. The following load combinations are considered in the applications: (1) dead and live load on floors; (2) dead and wind load; and (3) a combination involving four loads. As the percentage of dead load with respect to the sum of all load averages decreases, it is found that all fractiles of the largest value distribution increase, even considerably. Finally, a new combination rule for practical use is proposed.
    publisherAmerican Society of Civil Engineers
    titleStochastic Analysis of Load Combination
    typeJournal Paper
    journal volume124
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:9(929)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 009
    contenttypeFulltext
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