Research Article
Apr 1967
Inelastic Buckling and Sidesway of Concrete Frames
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 93, Issue 2
Abstract
Inelastic buckling with sidesway of long concrete columns as part of portal and box frames is considered. The theoretical analysis for the simple frames based on the moment curvature relationship is presented and programmed into Fortran IV language. Results calculated by the theoretical analysis are compared with the available test results of box frames. The reduction factors for long columns for given portal frames as calculated by the theoretical analysis are then compared with those calculated by the formulas of ACI-63 Building Code.
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 93 • Issue 2 • April 1967
Pages: 287 - 300
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Apr 1967
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Wen F. Chang, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Miami, Coral Gables, Fla.
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.
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.