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    Engineering Analysis of Extreme Value Data: Selection of Models

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Enrique Castillo
    ,
    José María Sarabia
    DOI: 10.1061/(ASCE)0733-950X(1992)118:2(129)
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses some of the existing statistical models for the analysis of extreme value data in the case of independence, pointing out their excellence and possible sources of error. Initially, the concept of order statistics is introduced, and the joint distribution of any set of order statistics is given. As simple examples, the distribution of the maximum, the minimum, any single order statistic, or any pair of order statistics are derived. Then, the problem of limit distribution is raised and carefully analyzed making a clear distinction between maxima and minima. It is shown that all models can be grouped in the Von Mises‐Jenkinson families, which include the three classical families. Several methods for selecting an adequate limit distribution based on data, including probability papers, least‐squares methods, and the curvature method are described. To clarify concepts, several illustrative examples of applications are included. Finally, a practical method for determining the limit distribution is described in detail.
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      Engineering Analysis of Extreme Value Data: Selection of Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40928
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    contributor authorEnrique Castillo
    contributor authorJosé María Sarabia
    date accessioned2017-05-08T21:09:34Z
    date available2017-05-08T21:09:34Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-950x%281992%29118%3A2%28129%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40928
    description abstractThis paper discusses some of the existing statistical models for the analysis of extreme value data in the case of independence, pointing out their excellence and possible sources of error. Initially, the concept of order statistics is introduced, and the joint distribution of any set of order statistics is given. As simple examples, the distribution of the maximum, the minimum, any single order statistic, or any pair of order statistics are derived. Then, the problem of limit distribution is raised and carefully analyzed making a clear distinction between maxima and minima. It is shown that all models can be grouped in the Von Mises‐Jenkinson families, which include the three classical families. Several methods for selecting an adequate limit distribution based on data, including probability papers, least‐squares methods, and the curvature method are described. To clarify concepts, several illustrative examples of applications are included. Finally, a practical method for determining the limit distribution is described in detail.
    publisherAmerican Society of Civil Engineers
    titleEngineering Analysis of Extreme Value Data: Selection of Models
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1992)118:2(129)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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