Research Article
Aug 1969
Fatigue Damage in Seismic Structures
This article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 95, Issue 8
Abstract
Low-cycle fatigue damage factors are computed for single-degree-of-freedom systems subjected to accelerograms of the El Centro earthquake (NS component) of May 18,1940 and the Taft earthquake (S69°E component) of July 21, 1952. Two interrelated hysteresis loops, namely, load-maximum strain curve and deflection-maximum strain curve, are proposed for columns with an average wide-flange section. These hysteresis loops are used for finding the time history of maximum strains in the shear type frame under earthquake loads. The history of plastic strains are then used to compute the corresponding cumulative damage factor of the structure. Variables studies include frequency (in the elastic range) and the yield load of the structure. Numerical results show that (a) it is possible for a structure to fail in low-cycle fatigue under seismic loads, and (b) this type of structural failure cannot be predicted just by studying the maximum structural displacements of the structure.
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 95 • Issue 8 • August 1969
Pages: 1673 - 1692
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Aug 1969
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Iyadurai Kasiraj
Formerly Research Assoc. in Civ. Engrg., The Univ. of New Mexico, Albuquerque, N. M., now Assoc. Prof. of Civ. Engrg., P rairie View A and M Coll., Prairie View, Tex.
James T. P. Yao, M.ASCE
Assoc. Prof. of Civ. Engrg., The Univ. of New Mexico, Albuquerque, N.M.
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.