TECHNICAL PAPERS
Feb 1, 1993

Gust Buffeting. I: Peak Wind Velocity and Equivalent Pressure

This article has a reply.
VIEW THE REPLY
Publication: Journal of Structural Engineering
Volume 119, Issue 2

Abstract

Although the peak wind velocity, the equivalent pressure on rigid bodies, and the dynamic alongwind response of flexible structures are component parts of the gust buffeting problem, different procedures have been developed in the technical literature with reference to each of these subjects. This fact gives rise to conflicting solutions and noticeable inconsistencies of results, especially when these procedures are applied to boundary situations. On the basis of this consideration, this paper and a companion paper propose a revised and generalized formulation of the wind buffeting problem and a unified definition of gust factor. The present paper analyzes the themes of the peak wind velocity and of the equivalent pressure solving both problems in closed form. This goal is pursued by introducing a new general expression of the power spectrum of the alongwind turbulence and by applying the equivalent wind spectrum technique. In the context of this formulation, several well‐known specific procedures can be conceptually regarded as particular cases of this more general treatment.

Get full access to this article

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

References

1.
“Basis of design and actions on structures.” (1993). Eurocode No. 1, Commission of the European Communities, Brussels, Belgium.
2.
Brook, R. R., and Spillane, K. T. (1970). “On the variation of maximum wind gusts with height.” J. Appl. Meteorol., 9(Feb.), 72–78.
3.
“Characteristics of atmospheric turbulence near the ground. Part II: Single point data for strong winds (neutral atmosphere).” (1974). ESDU 74301, Engineering Sciences Data Unit, London, U.K.
4.
“Characteristics of atmospheric turbulence near the ground. Part II: Single point data for strong winds (neutral atmosphere).” (1990). ESDU 85020, Engineering Sciences Data Unit, London, U.K.
5.
Code of basic data for the design of buildings. (1972). British Standards Institution, London, England.
6.
Counihan, J. (1975). “Adiabatic atmospheric boundary layers: a review and analysis of data from the period 1880–1972.” Atmos. Envir., 9, 871–905.
7.
Davenport, A. G. (1961). “The application of statistical concepts to the wind loading of structures.” Proc., Institution of Civil Engineering, London, U.K., 19(Aug.), 449–472.
8.
Davenport, A. G. (1964). “Note on the distribution of the largest value of a random function with application to gust loading.” Proc., Institution of Civil Engineering, London, U.K., 24(Jun.), 187–196.
9.
Davenport, A. G. (1967). “The dependence of wind loads upon meteorological parameters.” Proc., Int. Res. Sem. on Wind Effects on Build. and Struct., Ottawa, Canada, 1, 19–82.
10.
Deacon, E. L. (1955). “Gust variation with height up to 150 m.” Quarterly Journal of the Royal Meteorological Society, 81, 562–573.
11.
Deacon, E. L. (1965). “Wind gust speed: averaging time relationshp.” Australian Meteorology Magazine, 51, 11–14.
12.
Durst, C. D. (1960). “Wind speeds over short periods of time.” Meteorol. Mag., 89, 181–186.
13.
Greenway, M. E. (1979). “An analytical approach to wind velocity gust factors.” J. Ind. Aerod., 5, 61–91.
14.
Greenway, M. E. (1980). “The effects of finite observation time and finite averaging time on the R.M.S. and extreme wind velocity.” J. Wind Engrg. Ind. Aerod., 6, 175–179.
15.
Harris, R. I. (1990). “Some further thoughts on the spectrum of gustiness in strong winds.” J. Wind Engrg. Ind. Aerod., 33, 461–477.
16.
Kaimal, J. C., Wyngaard, J. C., Izumi, Y., and Cotè, O. R. (1972). “Spectral characteristics of surface layer turbulence.” Quarterly Journal of the Royal Meteorological Society, 98, 563–589.
17.
Kareem, A. (1985). “Wind induced response analysis of tension leg platforms.” J. Struct. Engrg., ASCE, 111(1), 37–55.
18.
Shellard, H. C. (1963). “The estimation of design wind speeds.” Proc., Int. Conf. on Wind Effects on Build. and Struct., Teddington, U.K., 1, 29–52.
19.
Shellard, H. C. (1967). “Results of some recent special measurements in the United Kingdom relevant to wind loading problems.” Proc., Int. Res. Sem. on Wind Effects on Build. and Struct., Ottawa, Canada, 1, 515–533.
20.
Simiu, E. (1974). “Wind spectra and dynamic alongwind response.” J. Struct. Div., ASCE, 100(9), 1897–1910.
21.
Solari, G. (1987). “Turbulence modeling for gust loading.” J. Struct. Engrg., ASCE, 113(7), 1550–1569.
22.
Solari, G. (1988). “Equivalent wind spectrum technique: theory and applications.” J. Struct. Engrg., ASCE, 114(6), 1303–1323.
23.
Solari, G. (1990). “A generalized definition of gust factor.” J. Wind Engrg. Ind. Aerod., 36, 539–548.
24.
Solari, G. (1993). “Gust buffeting: dynamic alongwind response.” J. Struct. Engrg., ASCE, 119(2), 383–398.
25.
“Strong winds in the atmospheric boundary layer. Part 2: discrete gust speeds.” (1983). ESDU 83045, Engineering Sciences Data Unit, London, U.K.
26.
Tennekes, H., and Lumley, J. L. (1972). A first course in turbulence, MIT Press, Cambridge, Mass.
27.
Teunissen, H. W. (1980). “Structure of mean winds and turbulence in the planetary boundary layer over rural terrain.” Bound. Lay. Meteorol., 19, 187–221.
28.
Wieringa, J. (1973). “Gust factors over water and built‐up country.” Bound. Lay. Meteorol., 3, 424–441.
29.
Wind loads on structures. (1986). International Organization for Standardization, Berlin, Germany.
30.
Wood, C. J. (1983). “A simplified calculation method for gust factor.” J. Wind. Engrg. Ind. Aerod., 12, 385–387.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 2February 1993
Pages: 365 - 382

History

Received: Oct 18, 1990
Published online: Feb 1, 1993
Published in print: Feb 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Giovanni Solari, Member, ASCE
Prof., Istituto di Scienza delle Costruzioni, Univ. of Genoa, Via Montallegro, 1, 16145 Genoa, Italy

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