TECHNICAL PAPERS
Jun 1, 1988

Wind Effects on Roof Ballast Pavers

Publication: Journal of Structural Engineering
Volume 114, Issue 6

Abstract

Wind‐blown debris from roofs result in major building damage and failure during severe wind storms. Typically, roofs are only 2% of a building's cost, but their failure represents about 25% of hazardrelated lawsuits. The response of different types of roofing systems to wind loads induced by high wind speeds can be investigated in wind tunnels. Fluid model experiments that have identified the primary failure mechanisms of roofs covered by various combinations of single‐ply membranes, tiles, pavers, insulation boards, and gravels are reviewed. New data are presented on the uplift performance of pavers with overlap joints, the advantages of paver clips, and the influence of exposure and parapet height on paver movement.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bienkiewicz, B., and Meroney, R. N. (1985). “Wind‐tunnel study of Westile ballast paver.” Civil Engineering Report CER85‐86BB‐RNM13, Colorado State University, Fort Collins, Colo., 98 pp.
2.
Chien, N., et al. (1951). Wind tunnel studies of pressure distribution on elementary building forms. Iowa Institute of Hydraulic Research, State University of Iowa, Iowa City, Iowa.
3.
Durgin, F. H., and Allan, J. (1981). “A wind tunnel study of the pressure and tie‐down load on a typical membrane roof.” Wright Brothers Memorial Wind Tunnel WBWT‐TR‐1135, M.I.T., Cambridge, Mass., 83 pp.
4.
Durgin, F. H., O'Neill, T. O., and Debout, B. (1972). “Roof lift off tests of the trocal roof system for Dynamit Nobel of America.” Wright Brothers Wind Tunnel TR 1062, M.I.T., Cambridge, Mass., 45 pp.
5.
Godfrey, K. A. (1986). “Roof membranes: New systems, new problems.” Civ. Engrg., ASCE, 76–79.
6.
Jensen, M., and Franck, N. (1963). Model‐scale tests in turbulent wind, Part I: Phenomena dependent on the wind speed. Danish Technical Press, Copenhagen, Denmark, 97 pp.
7.
Kareem, A., ed. (1984). “Hurricane Alicia: One year later,” Proc., ASCE, Galveston, Tex., Aug. 16–17, 1984, 335 pp.
8.
Kind, R. J. (1974). “Wind tunnel tests on some building models to measure wind speeds at which gravel is blown off rooftops.” LTR‐LA‐162, National Research Council of Canada, National Aeronautical Establishment, Ottawa, Canada, 32 pp.
9.
Kind, R. J. (1977). “Further wind tunnel tests on building models to measure wind speeds at which gravel is blown off rooftops.” LTR‐LA‐189, National Research Council of Canada, National Aeronautical Establishment, Ottawa, Canada, 17 pp.
10.
Kind, R. J. (1985). “Measurement in small wind tunnels of wind speeds for gravel scour and blowoff from rooftops.” Proc., 6th Colloquium on Industrial Aerondynamics, Aachen, Germany, Jun., 197–212.
11.
Kind, R. J., and Wardlaw, R. L. (1976). “Design of rooftops against gravel blow‐off.” NRC No. 15544, National Research Council of Canada, National Aeronautical Establishment, Ottawa, Canada, 33 pp.
12.
Kind, R. J., and Wardlaw, R. L. (1979). “Model studies of the wind resistance of two loose‐laid roof‐insulation systems.” LTR‐LA‐234, National Research Council of Canada, National Aeronautical Establishment, Ottawa, Canada, 47 pp.
13.
Kind, R. J., and Wardlaw, R. L. (1982). “Failure mechanisms of loose‐laid roof‐insulation systems.” J. Wind Engrg. and Industrial Aerodynamics, 9, 325–341.
14.
Kind, R. J., Savage, M. G., and Wardlaw, R. L. (1984). “Further model studies of the wind resistance of two loose‐laid roof‐insulation systems (high‐rise buildings).” LTR‐LA‐269, National Research Council of Canada, National Aeronautical Establishment, Ottawa, Canada, 57 pp.
15.
Kramer, C. (1985). “Wind effects on roofs and roof coverings.” Proc., 5th U.S. National Conference on Wind Engineering, Nov. 6–8, Lubbock, Tex., 17–33.
16.
Kramer, C., Gerhardt, H. J., and Kuster, H. W. (1979). “On the wind‐loading mechanism of roofing elements.” J. Industrial Aerodynamics, 4, 415–427.
17.
Meroney, R. N. (1986). “Wind‐tunnel modeling of flow over bluff bodies.” CE Memorandum 86‐87RNM‐48, Colorado State University, Fort Collins, Colo.
18.
“Minimum design loads for buildings and other structures.” (1982). ANSI A58.1‐1982. American National Standards Institute, New York, N.Y.
19.
Stathopoulos, T. (1982). “Wind pressures on low buildings with parapets.” J. Struct. Div., ASCE, 108(12), 2723–2736.
20.
Stathopoulos, T., and Baskaran, A. (1985). “The effects of parapets on windinduced roof pressure coefficients.” Proc., 5th U.S. National Conference on Wind Engineering, Nov. 6–8, Lubbock, Tex., 3A‐29–3A‐36.
21.
Uniform building code. (1982). International Conference of Building Officials, Whittier, Calif.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 114Issue 6June 1988
Pages: 1250 - 1267

History

Published online: Jun 1, 1988
Published in print: Jun 1988

Permissions

Request permissions for this article.

Authors

Affiliations

B. Bienkiewicz, Member, ASCE
Asst. Prof., Fluid Mech., Solar, and Wind Engrg. Program, Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
R. N. Meroney
Prof., Fluid Mech., Solar, and Wind Engrg. Program, Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share