TECHNICAL PAPERS
Aug 1, 1983

Simple Measurement Techniques for Area Wind Loads

Publication: Journal of Engineering Mechanics
Volume 109, Issue 4

Abstract

Innovative techniques for the measurement of mean and fluctuating wind loads acting over various tributary areas of wind tunnel models are described. Pneumatic manifolding, designed to provide good dynamic response, allows effective loads over large areas to be measured which inherently account for lack of spatial and temporal correlation in the unsteady pressure field. On‐line integration utilizes such effective area loads as inputs to computer models of structural systems to directly determine dynamic structural responses. Examples of applications are given which illustrate the simplicity and economy of the technique, and the importance of the tributary area in determining the effective design load. Potential future applications are also discussed.

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References

1.
“Commentary 'B'—Wind Loads,” Supplement to the National Building Code of Canada, 1980, pp. 144–175, National Research Council of Canada, Ottawa.
2.
Davenport, A. G., Surry, D., and Stathopoulos, T., “Wind Loads on Low‐Rise Buildings: Final Report of Phases I and II—Parts 1 and 2,” BLWT‐SS8‐1977, The University of Western Ontario, London, Ont., Canada, Nov., 1977.
3.
Davenport, A. G., Surry, D., and Stathopoulos, T., “Wind Loads on Low‐Rise Buildings: Final Report of Phase III, Parts 1 and 2,” BLWT‐SS4‐1978, The University of Western Ontario, London, Ont., Canada, July, 1978.
4.
“American National Standard, Minimum Design Loads for Buildings and Other Structures,” American National Standards Institute, ANSI A58.1‐1982, New York, N.Y.
5.
Gumley, S., “A Detailed Design Method for Pneumatic Tubing Systems,” Proceedings, Sixth International Conference on Wind Engineering, Gold Coast, Australia, Mar. 21–25, 1983.
6.
Stathopoulos, T., “Wind Pressure Loads on Flat Roofs,” thesis presented to the University of Western Ontario, at London, Ontario, Canada, in 1976, in partial fulfillment of the requirements for the degree of Master of Engineering Science.
7.
Stathopoulos, T., Surry, D., and Davenport, A. G., “Effective Wind Loads on Flat Roofs,” Journal of the Structural Division, ASCE, Vol. 107, No. ST2, Feb., 1981, pp. 281–298.
8.
Stathopoulos, T., Surry, D., and Davenport, A. G., “Internal Pressure Characteristics of Low‐Rise Buildings Due to Wind Action,” presented at the July 8–14, 1979, 5th International Conference on Wind Engineering, held at Fort Collins, Colo.
9.
Surry, D., and Stathopoulos, T., “An Experimental Approach to the Economical Measurement of Spatially Averaged Wind Loads,” Journal of Industrial Aerodynamics, Vol. 2, 1977–1978, pp. 385–397.
10.
Surry, D., Davenport, A. G., and Stathopoulos, T., “Wind Loads on Low‐Rise Buildings,” Proceedings, ASCE Fall Convention, held at Atlanta, Georgia, Oct. 22–26, 1979.
11.
Surry, D., Stathopoulos, T., and Davenport, A. G., “Wind Loading of Low‐Rise Buildings,” Proceedings, Canadian Structural Engineering Conference, held at Toronto, Canada, Mar., 1978.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 109Issue 4August 1983
Pages: 1058 - 1071

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Published online: Aug 1, 1983
Published in print: Aug 1983

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Authors

Affiliations

David Surry
Assoc. Research Dir., Boundary Layer Wind Tunnel Laboratory, The Univ. of Western Ontario, London, Ontario, Canada
Theodore Stathopoulos
Assoc. Prof., Center for Building Studies, Concordia Univ., Montreal, Quebec, Canada
Alan G. Davenport, Members, ASCE
Dir., Boundary Layer Wind Tunnel Laboratory, The Univ. of Western Ontario, London, Ontario, Canada

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