TECHNICAL PAPERS
Mar 1, 1990

Roof Snowdrifts due to Blizzards

Publication: Journal of Structural Engineering
Volume 116, Issue 3

Abstract

The evaluation of structural loads due to drifted snow on a multilevel roof is considered. A detailed case history is presented that highlights the two types of drifts that form on multilevel roofs. The two types of snowdrift are triangular drifts, which typically form at backward‐facing steps, and quadrilateral drifts, which typically form at forward‐facing steps. Thirty‐five case histories of large triangular drifts on multilevel roofs are used in developing an empirical relation for predicting drift size. The empirical relationship is the result of multiple‐regression analysis involving pertinent roof‐geometry parameters as well as environmental factors. The environmental factors considered are snowfall, wind speed and wind direction. The combination of wind and snowfall is an attempt to characterize blizzard intensity. The writers feel that the empirical relationship presented herein is an improvement over previous relationships in that wind in general and blizzard intensity in particular are included in the model.

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References

1.
“Minimum design loads for buildings and other structures.” (1972). ANSI A58.1‐1972, American National Standards Institute (ANSI), New York, N.Y.
2.
“Minimum design loads for buildings and other structures.” (1979). ANSI A58.1‐1979, American National Standards Institute (ANSI), New York, N.Y.
3.
“Minimum design loads for buildings and other structures.” (1982). ANSI A58.1‐1982, American National Standards Institute (ANSI), New York, N.Y.
4.
“The Blizzard, February 6–7, 1978.” (1978). Maurice A. Reidy Engineers, Boston, Mass.
5.
Finney, E. (1939). “Snow drift control by highway design.” Bulletin 86, Michigan State College Engineering Station, Lansing, Mich.
6.
Galanakis, I. (1988). “Effects of wind on roof snow drifts,” thesis presented to Rensselaer Polytechnic Institute, at Troy, N.Y., in partial fulfillment of the requirements for the degree of Master of Science.
7.
Gray, D., and Male, D. (1981). “Handbook of snow. Principles, processes, management and use,” Pergamen Press, Toronto, Canada.
8.
O'Rourke, M., Tobiasson, W., and Wood, E. (1986). “Proposed code provisions for drifted snow loads.” J. Struct. Engrg., ASCE, 112(9), 2080–2092.
9.
O'Rourke, M., and Wood, E. (1986). “Improved relationship for drift loads on buildings.” Canadian J. Civ. Engrg., Vol. 13, 647–652.
10.
O'Rourke, M., and ElHmadi, K. (1987). “Roof snow loads: Drifting against a higher wall.” Proc., 55th Western Snow Conf., Vancouver, Canada.
11.
Radok, U. (1977). “Snow drift.” J. Glaciology, 18(81), 123–139.
12.
Tabler, R. (1975). “Predicting profiles of snowdrifts in topographic catchments.” Paper presented at Western Snow Conf., Coronado, Calif.
13.
Templin, J., and Schriever, W. (1982). “Loads due to drifted snow.” J. Struct. Div., ASCE, 108(8), 1916–1925.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 116Issue 3March 1990
Pages: 641 - 658

History

Published online: Mar 1, 1990
Published in print: Mar 1990

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Authors

Affiliations

Michael O'Rourke, Member, ASCE
Prof. Civ. Engr., Rensselaer Polytechnic Inst., Troy, NY 12181
Ioannis Galanakis
Grad. Student, Univ. of California‐Berkeley, Berkeley, CA 94720

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