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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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