TECHNICAL PAPERS
May 1, 1987

Power Plant Wind Design Problems and Practices

Publication: Journal of Energy Engineering
Volume 113, Issue 1

Abstract

The wind influences the design, construction, and operation of a coal‐fueled power plant in many respects. This presentation explores several design, fabrication, erection, and serviceability problems and practices. Specifically considered are shortcomings of standards with regard to wall panel and fastener design, concerns about fatigue failures at low stress levels and analytical needs for wind‐sensitive structures such as steel stacks and transmission poles, requirements for quality control of materials and fabrication (including welding and galvanizing), and the need for attention to structural details for force transfer. Examples are also drawn from design of generation buildings, coal handling and substation structures; construction of silos, cooling towers, and pond liners; and behavior of chimneys and stacks in both along‐wind and across‐wind directions.

Get full access to this article

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

References

1.
ACI‐ASCE Committee 334 on Concrete Shell Design and Construction. (1977). “Reinforced concrete cooling tower shells—practice and commentary.” J. Am. Cone. Inst., (74) 1, Jan., 22–31.
2.
Basu, P. K., and Gould, P. L. (1980). “Cooling towers using measured wind data.” J. Struct. Div., ASCE, 106(3), 579–600.
3.
Billington, D. P., and Abel, J. F. (1976). “Design of cooling towers for wind.” Methods of Struct. Analysis, ASCE, New York, N.Y., 242–267.
4.
Building code requirements for minimum design loads in buildings and other structures. (1982). American National Standards Institute, ANSI A58.1‐1982, New York, N.Y.
5.
Collins, R. V., Conrad, B. F., and Fryzel, R. A. (1979). “Evaluation of service life of steel transmission poles under dynamic loading,” presented at the Jul. 15–20, 1979 IEEE Meeting, held at Vancouver, British Columbia.
6.
Guidelines for transmission line structural loading. (1984). Committee on Electrical Transmission Structures, ASCE, New York, N.Y.
7.
Recommended Practice for Design and Construction of Concrete Bins, Silos, and Bunkers for Storing Granular Materials. (1977). ACI 313‐77, American Concrete Institute, Detroit, Mich.
8.
Simiu, E., and Scanlan, R. H. (1978). Wind effects on structures: an introduction to wind engineering. John Wiley and Sons, Inc., New York, N.Y.
9.
Sollenberger, N. J., Scanlan, R. H., and Billington, D. P. (1980). “Wind loading and response of cooling towers.” J. Struct. Div., ASCE, 106(3), 601–621.
10.
Specification for the design and construction of reinforced concrete chimneys. (1979). ACI 307‐79, American Concrete Institute, Detroit, Mich.
11.
Uniform building code. (1985). International Conference of Building Officials, Whittier, Calif.

Information & Authors

Information

Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 113Issue 1May 1987
Pages: 25 - 36

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Robert P. McBean, M. ASCE
Head, Civ.‐Struct. Engrg. Dept., Power Div., Black & Veatch, Engrs.‐Architects, P.O. Box 8405, Kansas City, MO 64114

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