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    Ultimate Wind Load Design Gust Wind Speeds in the United States for Use in ASCE-7

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author:
    Peter J. Vickery
    ,
    Dhiraj Wadhera
    ,
    Jon Galsworthy
    ,
    Jon A. Peterka
    ,
    Peter A. Irwin
    ,
    Lawrence A. Griffis
    DOI: 10.1061/(ASCE)ST.1943-541X.0000145
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of the approach employed in the development of the wind speed maps for use in ASCE 7-10. The reason for a reduction in the wind speeds in the new standard as compared to those given in the ASCE 7-98 through 7-05 standards is presented, as well as the reason for the reintroduction of Exposure D along the hurricane coastline. The most significant change in the wind speed maps from the previous version is the shift from a single map for an importance factor for buildings and other structures of 1.0 to three separate maps, one for each category of occupancy, thus eliminating the need for importance factors that vary between hurricane and nonhurricane regions.
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      Ultimate Wind Load Design Gust Wind Speeds in the United States for Use in ASCE-7

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68034
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    • Journal of Structural Engineering

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    contributor authorPeter J. Vickery
    contributor authorDhiraj Wadhera
    contributor authorJon Galsworthy
    contributor authorJon A. Peterka
    contributor authorPeter A. Irwin
    contributor authorLawrence A. Griffis
    date accessioned2017-05-08T21:59:01Z
    date available2017-05-08T21:59:01Z
    date copyrightMay 2010
    date issued2010
    identifier other%28asce%29st%2E1943-541x%2E0000191.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68034
    description abstractThis paper presents an overview of the approach employed in the development of the wind speed maps for use in ASCE 7-10. The reason for a reduction in the wind speeds in the new standard as compared to those given in the ASCE 7-98 through 7-05 standards is presented, as well as the reason for the reintroduction of Exposure D along the hurricane coastline. The most significant change in the wind speed maps from the previous version is the shift from a single map for an importance factor for buildings and other structures of 1.0 to three separate maps, one for each category of occupancy, thus eliminating the need for importance factors that vary between hurricane and nonhurricane regions.
    publisherAmerican Society of Civil Engineers
    titleUltimate Wind Load Design Gust Wind Speeds in the United States for Use in ASCE-7
    typeJournal Paper
    journal volume136
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000145
    treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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