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    Multivariate Distributions of Directional Wind Speeds

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Emil Simiu
    ,
    Erik M. Hendrickson
    ,
    William A. Nolan
    ,
    Ingram Olkin
    ,
    Clifford H. Spiegelman
    DOI: 10.1061/(ASCE)0733-9445(1985)111:4(939)
    Publisher: American Society of Civil Engineers
    Abstract: The probability of failure of a structure or structural element subjected to wind forces depends, in large part, on the distribution of extreme wind speeds acting on the structure. In the past, distributions of extreme wind speeds were based on extreme wind data without regard to wind direction, and probabilities of failure were computed accordingly. A method is presented herein for calculating failure probabilities by using directional wind speed data as obtained from weather station records. The method takes advantage of the weak correlations found among wind speeds from different directions and the property of extreme value random variables that zero correlation implies statistical independence. The method is applicable to any type of structure, including structures exhibiting aerodynamic amplification or aeroelastic effects. In addition, it is shown that, in practice, the necessary distributions can be estimated almost as accurately from data obtained from readily available published documents as from data obtained from original weather records.
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      Multivariate Distributions of Directional Wind Speeds

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29545
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    contributor authorEmil Simiu
    contributor authorErik M. Hendrickson
    contributor authorWilliam A. Nolan
    contributor authorIngram Olkin
    contributor authorClifford H. Spiegelman
    date accessioned2017-05-08T20:51:38Z
    date available2017-05-08T20:51:38Z
    date copyrightApril 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A4%28939%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29545
    description abstractThe probability of failure of a structure or structural element subjected to wind forces depends, in large part, on the distribution of extreme wind speeds acting on the structure. In the past, distributions of extreme wind speeds were based on extreme wind data without regard to wind direction, and probabilities of failure were computed accordingly. A method is presented herein for calculating failure probabilities by using directional wind speed data as obtained from weather station records. The method takes advantage of the weak correlations found among wind speeds from different directions and the property of extreme value random variables that zero correlation implies statistical independence. The method is applicable to any type of structure, including structures exhibiting aerodynamic amplification or aeroelastic effects. In addition, it is shown that, in practice, the necessary distributions can be estimated almost as accurately from data obtained from readily available published documents as from data obtained from original weather records.
    publisherAmerican Society of Civil Engineers
    titleMultivariate Distributions of Directional Wind Speeds
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:4(939)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
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