Research Article
Feb 1974
Effect of Turbulence on Galloping Instability
Authors: Milos Novak, M.ASCE, and Hiroshi TanakaAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 100, Issue 1
Abstract
The nonlinear quasi-steady theory of galloping oscillations is extended to incorporate the variations of the mean angle of attack with wind speed due to drag as is the case with transmission lines and suspension bridges. This effect can turn a section having a stable equilibrium position, such as the D-section, into an unstable one and change the familiar patter of galloping. The oscillations grow with wind speed only up to a point and then cease. The effect of turbulence was experimentally investigated with a D-section, rectangular sections 2/3 and 3/2, and the cruciform section. It was found that turbulence considerably increases the tendency to galloping instability of the D-section and of the 2/3 rectangular section. The observations indicate that the galloping oscillations of ice covered conductors can be strongly encouraged by the effects of turbulence and the variations of the mean angle of attack due to drag.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Engineering Mechanics Division
Volume 100 • Issue 1 • February 1974
Pages: 27 - 47
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Feb 1974
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Milos Novak, M.ASCE
Prof., Faculty of Engrg. Sci., Univ. of Western Ontario, London, Ontario, Canada
Hiroshi Tanaka
Research Assoc., Univ. of Western Ontario, London, Canada; on leave of absence from Univ. of Tokyo, Tokyo, Japan
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.