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contributor authorPeter J. Vickery
contributor authorLawrence A. Twisdale
date accessioned2017-05-08T20:55:47Z
date available2017-05-08T20:55:47Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A11%281691%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32133
description abstractPrediction of hurricane wind speeds using a simulation approach is the most universally accepted methodology for estimating design wind speeds in hurricane-prone regions of the world. An updated hurricane simulation methodology incorporating newly developed wind-field and filling models is used to obtain hurricane wind speeds associated with various return periods along the hurricane-prone coastline of the United States. Simulation results using the new hurricane simulation methodology indicate that design wind speeds given in ASCE-7-88 for the inland portion of the hurricane-prone coastline are excessive, and that the long-return-period wind speeds given in 1980 by Batts et al. are low. The simulation approach is extended to illustrate areawide hurricane area risk versus single-point risk by comparing hurricane risk for Dade County, Fla., to a single-point risk of a building in Miami, Fla.
publisherAmerican Society of Civil Engineers
titlePrediction of Hurricane Wind Speeds in the United States
typeJournal Paper
journal volume121
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:11(1691)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
contenttypeFulltext


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