Research Article
Oct 1966
Comparison of Static and Dynamic Hysteresis Curves
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 92, Issue 5
Abstract
Hysteretic force-deflection curves of a single-story laboratory structure made of mild structural steel were obtained experimentally for both static and dynamic loading conditions. The dynamic loading consisted of a sinusoidal force at about 3 cps applied to the roof of the structure. Maximum fiber strains up to 9 times the yield strain were realized. A strain softening type of modification of the steel was observed during the experiments with subsequent strain ageing occurring between experiments. Differences between static and dynamic hysteretic force-deflection curves were found to be smaller than changes in the static curves caused by the material modifications during repeated loading.
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 Engineering Mechanics Division
Volume 92 • Issue 5 • October 1966
Pages: 87 - 113
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Oct 1966
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Robert D. Hansen, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.; formerly, Asst. Prof. of Civ. Engrg., Univ. of California, Davis, Calif.
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.