TECHNICAL PAPERS
Jun 1, 2008

Influence of Structural Design on the Aeroelastic Stability of Brancusi’s Endless Column

Publication: Journal of Engineering Mechanics
Volume 134, Issue 6

Abstract

Brancusi’s Endless Column (Târgu-Jiu, Romania) is an interesting case study in bluff body aeroelasticity. It has been referred to as aeroelastically indifferent owing to its remarkable aeroelastic stability. This stability has been attributed to its unconventional shape. Calculations are presented which show that this strictly aerodynamic view of the column behavior is incomplete, and that the structural dynamics characteristics of the column have a powerful role in ensuring its aeroelastic stability. The calculations show that the column’s design, which provided for significant damping and mass, would assure its aeroelastic stability even if the column had a conventional and aeroelastically less favorable shape, i.e., if it were a circular cylinder (a shape that is unfavorable from the point of view of vortex-induced response) or a square cylinder (a shape that is unfavorable from the point of view of galloping).

Get full access to this article

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

Acknowledgments

The writer performed this work during his tenure as an NIST-NRC Postdoctoral Research Associate. The advice of his advisor, Dr. Emil Simiu, is gratefully acknowledged.

References

Basu, R. I., and Vickery, B. J. (1983a). “Across wind vibrations of structures of circular cross- section. Part 2: Development of a mathematical model for full-scale application.” J. Wind. Eng. Ind. Aerodyn., 12(1), 75–97.
Basu, R. I., and Vickery, B. J. (1983b). “Simplified approaches to the evaluation of across-wind response of chimneys.” J. Wind. Eng. Ind. Aerodyn., 14(1–3), 153–166.
Lungu, D., Solari, G., Bartoli, G., Righi, M., Vacareanu, R., and Villa, A. (2002). “Reliability under wind loads of the Brancusi Endless Column, Romania.” Int. J. Fluid Mech. Res., 29(3–4), 323–328.
Meirovitch, L. (1986). Elements of vibration analysis, McGraw-Hill, New York.
Mukhopadhyay, V., and Dugundji, J. (1976). “Wind excited vibration of a square section cantilever beam in smooth flow.” J. Sound Vib., 45(3), 329–339.
Novak, M. (1972). “Galloping oscillations of prismatic structures.” J. Engrg. Mech. Div., 98(1), 27–46.
Parkinson, P., and Smith, J. D. (1964). “The square prism as an aeroelastic non-linear oscillator.” Q. J. Mech. Appl. Math., 17(2), 225–239.
Simiu, E., and Miyata, T. (2006). Design of buildings and bridges for wind, Wiley, Hoboken, N.J.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, Wiley, New York.
Vickery, B. J., and Basu, R. I. (1983). “Across wind vibrations of structures of circular cross-section. Part 1: Development of a mathematical model for two-dimensional conditions.” J. Wind. Eng. Ind. Aerodyn., 12(1), 49–73.
Vio, G. A., Dimitriadis, G., and Cooper, J. E. (2004). “On the solution of the aeroelastic galloping problem.” Proc. Int. Conf. on Noise and Vibration Engineering (ISMA 2004), P. Sas and M. De Munck, eds., Katholieke Universiteit Leuven, Leuven, Belgium, 2211–2226.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 6June 2008
Pages: 462 - 465

History

Received: Feb 20, 2007
Accepted: Oct 18, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Kuang-An Chang

Authors

Affiliations

R. D. Gabbai
NIST/NRC Postdoctoral Research Associate, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611. E-mail: [email protected]

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