Research Article
Jan 1975
Buckling of A Single-Crossarm Stayed Column
This article has a reply.
VIEW THE REPLYAuthors: Raymond J. Smith, AM.ASCE, George T. McCaffrey, and John S. Ellis, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 1
Abstract
The buckling solutions, which were derived only for a pin-ended single-crossarm stayed column, were applied to a numerical example to demonstrate the influence of various stayed column parameters on the mode of instability and the buckling strength. The results indicated that the critical load associated with the symmetrical mode of instability (single curvature) was significantly altered by small changes in either the crossarm member length or the stay diameter. The results also indicated that very large strength increases can be expected when the crossarm members are rigidly connected to the column. The study substantiated the need for buckling solutions to predict the behavior and strength of multiple crossarm stayed columns where strength increases ranging from 20 to 45 times that of the unstayed column have already been experimentally achieved.
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 101 • Issue 1 • January 1975
Pages: 249 - 268
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Raymond J. Smith, AM.ASCE
Sr. Ship Struct. Engr., Dept. of National Defence, Ottawa, Ontario, Canada; formerly, Research Assoc., Dept. of Civ. Engrg., Royal Military Coll. of Canada, Kingston, Ontario, Canada
George T. McCaffrey
Research Asst., Dept. of Civ. Engrg., Royal Military Coll. of Canada, Kingston, Ontario, Canada
John S. Ellis, M.ASCE
Prof. and Head of Civ. Engrg., Royal Military Coll. of Canada, Kingston, Ontario, Canada
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.