Discussion of “Inelastic Buckling of Reinforcing Bars” by Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 134, Issue 8
Get full access to this article
View all available purchase options and get full access to this article.
References
Hoyos, L. P., and Rodriguez, M. E. (2005). “Procedimiento de evaluacion de elementos de concreto reforzado sometidos a acciones de tipo sismicas considerando el modo de falla de pandeo del acero de refuerzo longitudinal.” (Evaluation procedure for RC elements subjected to seismic loading considering buckling of reinforcing bars.) Report Submitted for Publication to the Instituto de Ingenieria, Universidad Nacional Autonoma de Mexico (in Spanish).
Rodriguez, M. E., Botero, J. C., and Villa, J. (1999). “Cyclic stress-strain behavior of reinforcing steel including effect of buckling.” J. Struct. Eng., 125(6), 605–612.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Published online: Aug 1, 2008
Published in print: Aug 2008
Permissions
Request permissions for this article.
Authors
Affiliations
M. E. Rodriguez
Nacional Univ. of Mexico, Apartado Postal 70-290, Delegacion Coyoacan, CP 04510, Mexico City, Mexico. E-mail: [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.