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contributor authorKenny C. S. Kwok
contributor authorPeter A. Bailey
date accessioned2017-05-08T22:17:03Z
date available2017-05-08T22:17:03Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A3%28349%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76198
description abstractWind tunnel tests were conducted to investigate the effects of some aerodynamic devices on the wind‐induced responses of tall buildings and structures. It was found that the fitting of small fins or vented fins to a square tower caused an increase in the along‐wind response, while reduction in cross‐wind response occurred only for a limited range of reduced wind velocities. The use of slotted corners resulted in significant reductions in both the along‐wind and cross‐wind responses over an extended range of reduced wind velocities. The concept of slotted corners is practical and could be useful in the design of modern tall buildings and structurees.
publisherAmerican Society of Civil Engineers
titleAerodynamic Devices for Tall Buildings and Structures
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:3(349)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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