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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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