Research Article
Jan 1980
Aerodynamic Response of Long H-Sections
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthors: Francis J. Maher and Larry E. WittigAuthor Affiliations
Publication: Journal of the Structural Division
Volume 106, Issue 1
Abstract
Section models of several long H-section members of the Commodore Barry Bridge were tested in wind tunnels for aerodynamic coefficients and for vibration response when supported in a three degree-of-freedom mounting. Vibration testing was carried out in both smooth and turbulent flow. Comparisons were made with the response of an aeroelastic model tested at the Vertol Division of the Boeing Company. Tests results clearly show that for long H-section members, significant distress may occur due to static (mean) and fluctuating forces produced by wind effects. Vorttex excitation and self-excited motion are possible unless frequencies are relatively high and greater damping than the usual structural level is provided. Some remedies are considered; the actual solution adopted as worked out by others is noted.
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 Structural Division
Volume 106 • Issue 1 • January 1980
Pages: 183 - 198
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Jan 1980
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Francis J. Maher
Prof. Emeritus of Engrg. Sci. and Mech., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va.
Larry E. Wittig
Sr. Engr., Bolt, Beranek and Newman, Inc., Boston, Mass.
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.