Research Article
May 1968
Behavior of Elastic-Plastic Frames
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 5
Abstract
The behavior of several multistory, one-bay and two-bay planar frames is examined by means of computerized elastic-plastic analysis. Each frame is unbraced, fixed at its base, and loaded by static, proportional forces up to the maximum load carrying capacity. The results of first-order elastic-plastic analyses are used as a basis for classifying and explaining the behavior of second-order models. The magnitudes of second-order effects on both load carrying capacity and deformations are presented. The influence of axial deformation is included in the examination of frame behavior.
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 94 • Issue 5 • May 1968
Pages: 1119 - 1142
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: May 1968
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Alfred Korn, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.; formerly at Washington Univ., St. Louis, Mo.
Theodore V. Galambos, M.ASCE
Prof. of Civ. Engrg., Washington Univ., St. Louis, Mo.
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.