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contributor authorKenneth DeGhetto
contributor authorWilliam Long
date accessioned2017-05-08T23:46:01Z
date available2017-05-08T23:46:01Z
date copyrightNovember, 1966
date issued1966
identifier issn1087-1357
identifier otherJMSEFK-27505#462_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114623
description abstractA method is outlined for determining the critical wind velocity, natural frequency, and approximate maximum amplitude of vibration of tall heater stacks and process towers caused by vortex shedding of the wind. A plot of Strouhal number for a range of Reynolds numbers above 105 is presented for application to large-diameter stacks. Calculations for an existing stack are presented, and methods of damping vibrations are discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Stability Design of Stacks and Towers
typeJournal Paper
journal volume88
journal issue4
journal titleJournal of Manufacturing Science and Engineering
identifier doi10.1115/1.3672682
journal fristpage462
journal lastpage466
identifier eissn1528-8935
keywordsWind velocity
keywordsReynolds number
keywordsDamping
keywordsDesign
keywordsVibration
keywordsDynamic stability
keywordsWind AND Vortex shedding
treeJournal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 004
contenttypeFulltext


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