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    Macro Wind Parameters for Load Combination

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author:
    Christopher A. Belk
    ,
    Richard M. Bennett
    DOI: 10.1061/(ASCE)0733-9445(1991)117:9(2742)
    Publisher: American Society of Civil Engineers
    Abstract: Nine sites across the United States are examined to obtain pertinent macro time variability statistics of wind loads. The parameters developed are those used in many of the existing probabilistic‐based load combination methods. It is found that a clustering model is appropriate for the macro variations in wind. The parameters are verified by comparing extreme annual and 50‐year winds obtained from the developed model with those statistics previously obtained by other researchers. Estimates of composite statistics for the contiguous United States are made. These statistics include the mean rate of occurrence, mean duration of the cluster, mean duration of individual winds, and mean number of winds per cluster. Parameters for an extreme type I distribution of wind speed intensity are developed in terms of the 50‐year design wind speed.
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      Macro Wind Parameters for Load Combination

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    contributor authorChristopher A. Belk
    contributor authorRichard M. Bennett
    date accessioned2017-05-08T22:13:22Z
    date available2017-05-08T22:13:22Z
    date copyrightSeptember 1991
    date issued1991
    identifier other39891046.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74120
    description abstractNine sites across the United States are examined to obtain pertinent macro time variability statistics of wind loads. The parameters developed are those used in many of the existing probabilistic‐based load combination methods. It is found that a clustering model is appropriate for the macro variations in wind. The parameters are verified by comparing extreme annual and 50‐year winds obtained from the developed model with those statistics previously obtained by other researchers. Estimates of composite statistics for the contiguous United States are made. These statistics include the mean rate of occurrence, mean duration of the cluster, mean duration of individual winds, and mean number of winds per cluster. Parameters for an extreme type I distribution of wind speed intensity are developed in terms of the 50‐year design wind speed.
    publisherAmerican Society of Civil Engineers
    titleMacro Wind Parameters for Load Combination
    typeJournal Paper
    journal volume117
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:9(2742)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    contenttypeFulltext
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