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    Estimation of Hurricane Wind Speed Probabilities: Application to New York City and Other Coastal Locations

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author:
    DongHun Yeo
    ,
    Ning Lin
    ,
    Emil Simiu
    DOI: 10.1061/(ASCE)ST.1943-541X.0000892
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is presented for estimating parametric probabilistic models of hurricane wind speeds from existing information on state-of-the-art estimates of wind speeds with various mean recurrence intervals (MRIs). Such models may be needed, for example, for the estimation of hurricane wind speeds with long MRIs required for the performance-based design of structures susceptible of experiencing nonlinear behavior. First, the procedure is applied to the case where that information is obtained from ASCE 7-10 wind maps, and examples are provided of its application to a number of coastal mileposts on the Gulf and Atlantic coasts. Next, the procedure is applied by using, in addition to the ASCE 7-10 information, hurricane wind speeds with 1,000,000- and 10,000,000-year MRIs estimated in a 2011 Nuclear Regulatory Commission (NRC) report. It is then argued that ASCE 7-10 Standard basic wind speeds for New York City are not conservative with respect to their counterparts specified in the standard for other U.S. hurricane-prone locations. Finally, it is shown that, for the randomly selected cases examined here, best-fitting extreme value distributions of hurricane wind speeds typically have finite upper tails of the reverse Weibull type, rather than infinite upper tails of the Gumbel type. This result, if confirmed by additional studies, may help to change the still widely held belief that extreme wind speeds are modeled appropriately only by the Gumbel distribution.
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      Estimation of Hurricane Wind Speed Probabilities: Application to New York City and Other Coastal Locations

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    contributor authorDongHun Yeo
    contributor authorNing Lin
    contributor authorEmil Simiu
    date accessioned2017-05-08T22:01:08Z
    date available2017-05-08T22:01:08Z
    date copyrightJune 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E151.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68833
    description abstractA procedure is presented for estimating parametric probabilistic models of hurricane wind speeds from existing information on state-of-the-art estimates of wind speeds with various mean recurrence intervals (MRIs). Such models may be needed, for example, for the estimation of hurricane wind speeds with long MRIs required for the performance-based design of structures susceptible of experiencing nonlinear behavior. First, the procedure is applied to the case where that information is obtained from ASCE 7-10 wind maps, and examples are provided of its application to a number of coastal mileposts on the Gulf and Atlantic coasts. Next, the procedure is applied by using, in addition to the ASCE 7-10 information, hurricane wind speeds with 1,000,000- and 10,000,000-year MRIs estimated in a 2011 Nuclear Regulatory Commission (NRC) report. It is then argued that ASCE 7-10 Standard basic wind speeds for New York City are not conservative with respect to their counterparts specified in the standard for other U.S. hurricane-prone locations. Finally, it is shown that, for the randomly selected cases examined here, best-fitting extreme value distributions of hurricane wind speeds typically have finite upper tails of the reverse Weibull type, rather than infinite upper tails of the Gumbel type. This result, if confirmed by additional studies, may help to change the still widely held belief that extreme wind speeds are modeled appropriately only by the Gumbel distribution.
    publisherAmerican Society of Civil Engineers
    titleEstimation of Hurricane Wind Speed Probabilities: Application to New York City and Other Coastal Locations
    typeJournal Paper
    journal volume140
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000892
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    contenttypeFulltext
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