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    Definition of Wind Profiles in ASCE 7

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author:
    Yin Zhou
    ,
    Ahsan Kareem
    DOI: 10.1061/(ASCE)0733-9445(2002)128:8(1082)
    Publisher: American Society of Civil Engineers
    Abstract: One of the major changes in the recent versions of ASCE 7 concerns the introduction of three-second gust as the reference wind speed. The three-second gust speed is derived using Durst’s model in terms of the mean wind speed and turbulence intensity given in the former versions of ASCE 7. A review of these profiles suggests a notable inconsistency in the embedded relationship among the wind profiles in ASCE 7-98, which is also apparent when these are compared to the profiles in major international codes and standards. To overcome this inconsistency in the definition of wind profiles, this paper proposes a modified turbulence intensity profile and suggests retaining the current mean wind and gust speed profiles. This modification not only ensures consistency in the definition of wind profiles in ASCE 7-98, but also renders the definition of these profiles consistent with those in major international codes and standards.
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      Definition of Wind Profiles in ASCE 7

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    contributor authorYin Zhou
    contributor authorAhsan Kareem
    date accessioned2017-05-08T20:58:26Z
    date available2017-05-08T20:58:26Z
    date copyrightAugust 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A8%281082%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33883
    description abstractOne of the major changes in the recent versions of ASCE 7 concerns the introduction of three-second gust as the reference wind speed. The three-second gust speed is derived using Durst’s model in terms of the mean wind speed and turbulence intensity given in the former versions of ASCE 7. A review of these profiles suggests a notable inconsistency in the embedded relationship among the wind profiles in ASCE 7-98, which is also apparent when these are compared to the profiles in major international codes and standards. To overcome this inconsistency in the definition of wind profiles, this paper proposes a modified turbulence intensity profile and suggests retaining the current mean wind and gust speed profiles. This modification not only ensures consistency in the definition of wind profiles in ASCE 7-98, but also renders the definition of these profiles consistent with those in major international codes and standards.
    publisherAmerican Society of Civil Engineers
    titleDefinition of Wind Profiles in ASCE 7
    typeJournal Paper
    journal volume128
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:8(1082)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian