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contributor authorS. H. Li
contributor authorH. P. Hong
date accessioned2017-05-08T22:17:05Z
date available2017-05-08T22:17:05Z
date copyrightOctober 2015
date issued2015
identifier other40090627.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76217
description abstractThe hurricane hazard modeling requires a hurricane wind field model and a hurricane track model, that are generally developed based on historical wind speed and track records. Several hurricane hazard models have been proposed for engineering applications; the model used to map the hurricane wind hazard shown in several editions of a U.S. national standard is extensively documented in open literature. A term, which is expressed as the product of the hurricane translation velocity and gradient of the wind velocity relative to the moving center of the vortex in the governing equation (i.e., fluid momentum equation) to model hurricane wind field, is neglected in various publications. However, the effect of using this approximation on the calculated wind field has not been elaborated. In the research reported in this paper, the effect of this approximation on the wind field is investigated through numerical analysis. Also, a possible simplification of the track model used to estimate the extreme hurricane wind for the U.S. national standard is explored. The use of different wind field models and track models to estimate the extreme hurricane wind is carried out. Comparison of the estimated return period values of hurricane wind speeds is presented.
publisherAmerican Society of Civil Engineers
titleObservations on a Hurricane Wind Hazard Model Used to Map Extreme Hurricane Wind Speed
typeJournal Paper
journal volume141
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001217
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 010
contenttypeFulltext


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