Technical Papers
May 25, 2020

Air-Permeability Factor for Wind Loads on Loose-Laid Pavers on Flat Roofs

Publication: Journal of Structural Engineering
Volume 146, Issue 8

Abstract

Installation of open-joint roof paver systems with pedestals on flat roofs leaves a cavity between pavers and roof deck, allowing the development of cavity pressure. The cavity suction on roof pavers reduces the net wind uplift and overturning. This study conducted pressure measurements of the paved roof of a large-scale building model using the University of Western Ontario’s WindEEE Dome. The air-permeability factor was evaluated as a ratio of directional envelopes of peak net-pressure coefficients of the paved roof to peak external pressure coefficients of the bare roof. The air-permeability factors varied with pavers’ location across the roof, and wind uplift load decreased 40% for pavers in the corner and edge roof zones. Moreover, pressure tests conducted on roofs with high perimeter parapets showed that air-permeability effects of pavers and shielding effects of perimeter parapets can be treated as independent aerodynamic factors for evaluating the net uplift wind loads on rooftop pavers. Therefore the overall effect can be obtained simply by multiplying the roof pressure on bare flat roofs by air-permeability and parapet factors.

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Acknowledgments

This work was funded primarily by Wausau. The many helpful discussions with Rodney Dombrowski and Dr. Rene Dupuis during the project period are greatly acknowledged. The help received from the University of Western Ontario wind group engineering (Dr. Ahmed Elatar, Mattew Sparks, Christopher Howlett, Andrew Mathers, Gerry Dafoe, and Dr. Jubayer Chowdhury) during the WindEEE test and instrumentation is greatly acknowledged. Support for the second author from the Ontario Center of Excellence, Natural Sciences and Engineering Research Council of Canada, and the Canada Research Chair program is greatly appreciated.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 8August 2020

History

Received: Jul 21, 2018
Accepted: Feb 19, 2020
Published online: May 25, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 25, 2020

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Authors

Affiliations

Tibebu H. Birhane [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, WindEEE Research Institute, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, ON, Canada N6A 5B9. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, WindEEE Research Institute, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, ON, Canada N6A 5B9 (corresponding author). ORCID: https://orcid.org/0000-0002-0031-3176. Email: [email protected]
Meseret T. Kahsay [email protected]
Post Doc, Dept. of Civil and Environmental Engineering, WindEEE Research Institute, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, ON, Canada N6A 5B9. Email: [email protected]
Anwar D. Awol [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, WindEEE Research Institute, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, ON, Canada N6A 5B9. Email: [email protected]

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