Research Article
Jan 1972
Lift or Across-Wind Response of Tapered Stacks
Authors: Barry J. Vickery and Arthur W. ClarkAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 1
Abstract
In the present study, the structure of the shedding forces from a slender tapered structure was studied in considerable detail in both smooth uniform flow and turbulent shear flow. From this study a simplified description of the forces in shear flow is developed and successfully employed to predict the response of an aeroelastic model. A significant finding is that the maximum response in the fundamental mode occurs when the shedding frequency at about one third of the stack height is equal to the natural frequency. The observations made during the study are employed to develop an equation that might be used to predict the behavior of full-scale structures. The significance of loads due to vortex shedding from tapered structures is examined. For typical concrete structures it is deduced that drag loads are likely to be dominant with regard to stresses over the lower 2/3 of the structures while vortex excitation of the second mode is likely to be the dominant consideration for the upper one third or thereabouts.
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Information
Published In
Journal of the Structural Division
Volume 98 • Issue 1 • January 1972
Pages: 1 - 20
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 1, 2021
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Authors
Affiliations
Barry J. Vickery
Assoc. Prof. in Civ. Engrg., The Univ. of Sydney, New South Wales, Australia
Arthur W. Clark
Research Asst., Boundary Layer Wind Tunnel Lab., The Univ. of Western Ontario, London, Canada
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