Research Article
Jun 1968
Computer Analysis of Nonlinear Truss-Structures
Authors: Richard C. Hensley and Jamal J. AzarAuthor Affiliations
Publication: Journal of the Structural Division
Volume 94, Issue 6
Abstract
A computerized analytical approach, using the direct stiffness matrix method, is developed for nonlinear structural analysis. The approach is limited to truss-type structures having one or more members stressed above their proportional limit. The analysis results in stresses and corresponding strains in all members as well as in node deflections of the structure. Examples are solved and results are compared with previous experimental investigations.
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 6 • June 1968
Pages: 1427 - 1439
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jun 1968
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Richard C. Hensley
Structures Engr., North American Rockwell Corp., and Graduate Student
Jamal J. Azar
Asst. Prof., Aerospace Dept., Univ. of Tulsa, Tulsa, Okla.
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.