Research Article
Jan 1972
Drag or Along-Wind Response of Slender Structures
Authors: Barry J. Vickery and Kwan H. KaoAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 1
Abstract
Theoretical approaches to the evaluation of the response of slender structures in turbulent shear flow have been proposed by a number of researchers. There are, however, limited experimental data supporting these developments and the assumptions upon which they have been based. In the present paper, the theory is reviewed briefly and the assumptions and necessary data examined in the light of recent experimental results. The theory is applied to predict the response of a slender tapered stack of circular cross section and the predictions compared with experimental observations of the behavior of a model stack in boundary layer flow. It is demonstrated that quasisteady approximations are adequate for wavelengths greater than about five to ten times the width of the structure and that the extension of the quasisteady approach to shorter wavelengths will, in general, yield a small overestimate of response. It is also shown that estimates of aerodynamic damping based on quasisteady assumptions are adequate.
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Published In
Journal of the Structural Division
Volume 98 • Issue 1 • January 1972
Pages: 21 - 36
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 1, 2021
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Barry J. Vickery
Assoc. Prof. in Civ. Engrg., The University of Sydney, New South Wales, Australia
Kwan H. Kao
Research Asst., Boundary Layer Wind Tunnel Lab., Faculty of Engrg. Science, Univ. of Western Ontario, London, Canada
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