Technical Papers
Sep 28, 2020

Negative External Pressure Coefficients for Design of Components and Cladding of Low-Rise Buildings with Steep-Slope Gable Roofs

Publication: Journal of Aerospace Engineering
Volume 34, Issue 1

Abstract

Negative external pressure coefficients for design of components and cladding of steep-slope gable roofs (27° to 45° roof slope) on low-rise buildings subjected to wind loads were determined in this study based on data from wind tunnel tests of small-scale building models. The effect of exposure and building height were removed from the wind tunnel data, and the peak negative external pressure coefficients were determined using a Gumbel-fitting method. The spatial distribution of area-averaged peak negative external pressure coefficients was examined, and the results indicate that the effect of roof slope is not significant and that the largest magnitude peak negative external pressure coefficients do not always occur in the roof corner zone. Roof zones and equations for negative external pressure coefficients from current ASCE standard are generally in close agreement with the values based on wind tunnel test data, but negative external pressures on the roof edge normal to ridge and near ridge are underestimated. Modified roof zones and equations developed in this study are shown to improve the agreement with wind tunnel test data.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (data analyzing scripts).

Acknowledgments

The research was supported in part by the Insurance Institute for Business and Home Safety (IBHS) and by the University of Wyoming. The views expressed in this paper are those of the authors and do not necessarily reflect the views of those acknowledged.

References

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 34Issue 1January 2021

History

Received: Aug 16, 2019
Accepted: Aug 5, 2020
Published online: Sep 28, 2020
Published in print: Jan 1, 2021
Discussion open until: Feb 28, 2021

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Authors

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Graduate Student, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82070 (corresponding author). ORCID: https://orcid.org/0000-0003-1816-4292. Email: [email protected]
Johnn P. Judd, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82070. Email: [email protected]

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