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    Probabilistic Load Duration Model for Live Loads

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author:
    Ross B. Corotis
    ,
    Wen‐Yang Tsay
    DOI: 10.1061/(ASCE)0733-9445(1983)109:4(859)
    Publisher: American Society of Civil Engineers
    Abstract: A stochastic model of the live load process in buildings provides a basis for the study of load duration. The combined load model is comprised of a sustained load process and multiple extraordinary load processes. Complete probability distributions of total time above a fixed reference load, duration of a single excursion upcrossing the reference load, and number of excursions for a fixed design lifetime are derived. These quantities are necessary for computing long‐term deflection and settlement of structures and critical load combinations for creep‐rupture materials, such as wood. The derived distributions are applied to several common building occupancy types. Results indicate the sensitivity of some duration characteristics to the extraordinary load and the need for even further refinement of the stochastic load process model.
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      Probabilistic Load Duration Model for Live Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28969
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    contributor authorRoss B. Corotis
    contributor authorWen‐Yang Tsay
    date accessioned2017-05-08T20:50:36Z
    date available2017-05-08T20:50:36Z
    date copyrightApril 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A4%28859%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28969
    description abstractA stochastic model of the live load process in buildings provides a basis for the study of load duration. The combined load model is comprised of a sustained load process and multiple extraordinary load processes. Complete probability distributions of total time above a fixed reference load, duration of a single excursion upcrossing the reference load, and number of excursions for a fixed design lifetime are derived. These quantities are necessary for computing long‐term deflection and settlement of structures and critical load combinations for creep‐rupture materials, such as wood. The derived distributions are applied to several common building occupancy types. Results indicate the sensitivity of some duration characteristics to the extraordinary load and the need for even further refinement of the stochastic load process model.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Load Duration Model for Live Loads
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:4(859)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 004
    contenttypeFulltext
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