TECHNICAL PAPERS
Feb 1, 1985

Wind Load Effects on Flat Plate Solar Collectors

Publication: Journal of Structural Engineering
Volume 111, Issue 2

Abstract

Solar collectors comprise the most visible aspect of large photovoltaic central stations, yet structural costs represent only about 15% of total plant costs. Although the design wind speed is the controlling design parameter, the incremental cost of a station with fixed flat plate collectors is increased only about 2% when the design wind speed is increased from 90–110 mph (40–49 m/s). It is equally significant to select a site with stiff soil properties to reduce foundation costs. For one‐axis tracking collectors, which typically stow horizontally at 38 mph (17 m/s), the maximum wind speed is unimportant. Use of a simplified wind pressure distribution in place of wind tunnel test data provides a conservative design except for collectors subject to severe turbulence effects near the edge of the field. The aeroelastic behavior of collectors should be investigated in wind tunnels to evaluate the potential for unacceptable vibrations due to vortex shedding or flutter.

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References

1.
Franklin, H. A., “Integrated Structure Designs for Photovoltaic Arrays,” Report SAND81‐7191, Bechtel Group, Inc., San Francisco, Calif., Apr., 1983.
2.
Levy, S. L., and Stoddard, L. E., “Integrated Photovoltaic Central Station Conceptual Design,” Report EPRI AP‐3264, Black & Veatch, Engineers‐Architects, Kansas City, Mo., Nov., 1983.
3.
Means, R. S., Building Construction Cost Data 1983, 41st Ed., R. S. Means Co., Inc., Kingston, Mass., 1983.
4.
Miller, R. D., and Zimmerman, D. K., “Wind Loads on Flat Plate Photovoltaic Array Fields,” Phase III Report DOE/JPL/954833‐81/3, Boeing Engineering and Construction Company, Seattle, Wash., Apr., 1981.
5.
Miller, R. D., and Zimmermann, D. K., “Wind Loads on Flat Plate Photovoltaic Array Fields,” Phase IV Report DOE/JPL/954833‐81/4, Boeing Engineering and Construction Company, Seattle, Wash., Aug., 1981.
6.
Sachs, P., Wind Forces in Engineering, 1st Ed., Pergamon Press, Ltd., Oxford, England, 1972.
7.
Simiu, E., and Scanlan, R. H., Wind Effects on Structures, John Wiley and Sons, Inc., New York, N.Y., 1978.
8.
Task Committee on Wind Forces, Committee on Loads and Stresses, Structural Division, “Wind Forces on Structures,” Task Committee on Wind Forces, Transactions, ASCE, Paper 3269, Vol. 126, Part II, 1961, pp. 1124–1198.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 2February 1985
Pages: 343 - 352

History

Published online: Feb 1, 1985
Published in print: Feb 1985

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Authors

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Robert P. McBean, M. ASCE
Proj. Struct. Engr., Power Div., Black & Veatch, Engrs.‐Architects, Kansas City, Mo. 64114

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