Wind Pressures on Low Buildings with Parapets
- 1 December 1982
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 108 (12) , 2723-2736
- https://doi.org/10.1061/jsdeag.0006101
Abstract
The effect of parapets on the wind loading of low-rise buildings has been examined in the past, primarily under conditions of uniform flow not representing the variation of the mean speed with height and the turbulence characteristics of the natural wind. This paper presents the results of a recent experimental study carried out in a boundary layer wind tunnel in order to determine the wind loads on low-rise buildings of different configurations with and without parapets. Data show that the addition of parapets reduces the magnitude of roof peak suction coefficients with values greater than about 1.75 for open country and about 3.0 for suburban exposures, whereas lower suction values remain unaffected or slightly increase. On the other hand, parapets tend to increase the mean suction locally close to roof corners. The implication of the data presented for current Standards and Codes of Practice is analyzed and suggestions are made.Keywords
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