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contributor authorMakola M. Abdullah
contributor authorKenneth K. Walsh
contributor authorShannon Grady
contributor authorG. Dale Wesson
date accessioned2017-05-08T21:13:08Z
date available2017-05-08T21:13:08Z
date copyrightJanuary 2005
date issued2005
identifier other%28asce%290887-3801%282005%2919%3A1%28104%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43201
description abstractThe interaction of wind with elastic structures is complex. It is impossible to describe both wind and structural motion without considering the interaction therein. The purpose of this technical note is to present a method for simulating wind-structure interaction using commercial software. The use of commercial software is significant because it enables the utilization of this method by civil engineers of various technical backgrounds. The proposed method is a time-dependent, incremental load–response technique. It employs a partitioned procedure that uses Fluent’s computational fluid dynamics software for finding the wind-induced forces on a structure, and
publisherAmerican Society of Civil Engineers
titleModeling Flow around Bluff Bodies
typeJournal Paper
journal volume19
journal issue1
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(2005)19:1(104)
treeJournal of Computing in Civil Engineering:;2005:;Volume ( 019 ):;issue: 001
contenttypeFulltext


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