TECHNICAL NOTES
Mar 1, 1987

Structural Load Estimates from Geographically Sparse Data

Publication: Journal of Structural Engineering
Volume 113, Issue 3

Abstract

Structural engineers often must estimate wind or snow loads at a building site using data from weather stations some distance from the site. This paper describes how design loads at a site can be estimated using moving area-averaging rules that take into account inherent randomness in the data and the sparseness of the reporting stations. These rules provide load estimates or contour maps which are specified exactly by the given data.

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References

1.
American National Standards Institute, American National Standard Minimum Design Loads in Buildings and Other Structures, ANSI A58.1‐1982, New York, N.Y., 1982.
2.
Ellingwood, B., and Redfield, R., “Ground Snow Loads for Structural Design,” Journal of Structural Engineering, ASCE, Vol. 109, No. 4, April, 1983, pp. 950–964.
3.
Krige, D., and Ueckermann, H. J., “Value Contours and Improved Regression Techniques for Ore Reserve Valuation,” Journal of the South African Institute of Mining and Metallurgy, Vol. 63, No. 10, May, 1963, pp. 429–452.
4.
Simiu, E. and Filliben, J., “Extreme Wind Speeds at 129 Stations in the Contiguous United States,” National Bureau of Standards Building Science Series No. 118, Washington, D.C., March, 1979.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 3March 1987
Pages: 628 - 632

History

Published online: Mar 1, 1987
Published in print: Mar 1987

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Authors

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Andrew Tallin
Asst. Prof., Dept. of Civ. Engrg., Polytechnic Inst. of New York, Brooklyn, NY 11201
Bruce Ellingwood, Members, ASCE
Research Prof., Dept. of Civ. Engrg., The Johns Hopkins Univ., Baltimore, MD 21218‐2699

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