Discussion of “Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars” by G. Loporcaro, S. Pampanin, and M. V. Kral
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthor: Sashi K. Kunnath, F.ASCE https://orcid.org/0000-0002-6380-5661 [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 146, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Kunnath, S. K., A. Kanvinde, Y. Xiao, and G. Zhang. 2009. Effects of buckling and low cycle fatigue on seismic performance of reinforcing bars and mechanical couplers for critical structural members. Sacramento, CA: California DOT.
Information & Authors
Information
Published In
Copyright
©2019 American Society of Civil Engineers.
History
Received: Aug 31, 2018
Accepted: Dec 21, 2018
Published online: Dec 3, 2019
Published in print: Feb 1, 2020
Discussion open until: May 3, 2020
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. ORCID: https://orcid.org/0000-0002-6380-5661. Email: [email protected]
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.