Research Article
Jan 1930
Problems Concerning Elastic Stability in Structures
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthor: S. TimoshenkoAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 94, Issue 1
Abstract
Sometimes the strength of a structure does not depend on the ultimate strength of the material used, but on the elastic stability of the members. Such problems become of great practical importance in steel structures where materials of high strength are used. Problems of this kind, involving buckling of built-up columns, buckling of a compressed top chord of a half-through span, and stability of webs in compressed members and girders, are considered.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Copyright
© 1930 American Society of Civil Engineers.
History
Published in print: Jan 1930
Published online: Feb 10, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
S. Timoshenko
Prof. of Eng. Mechanics, Univ. of Michigan, Ann Arbor, Mich.
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.