DISCUSSIONS AND CLOSURES
Feb 1, 2005

Discussion of “Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets” by Yan Xiao and Hui Wu

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Structural Engineering
Volume 131, Issue 2
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Hussain, M. A., and Driver, R. G. (2001). “Finite element study on the strength and ductility of externally confined rectangular and square concrete columns.” Proc., 29th Annual Conf. of Canadian Society for Civil Engineering, Montreal.
Hussain, M. A., and Driver, R. G. (2003a). “Finite element analysis of reinforced concrete columns seismically upgraded by external collar confinement.” Proc., Response of Structures to Extreme Loading, Elsevier, London.
Hussain, M. A., and Driver, R. G., (2003b). “Behaviour of externally confined reinforced concrete columns under extreme lateral cyclic loading.” Proc., Response of Structures to Extreme Loading, Elsevier, London.
Hussain, M. A., and Driver, R. G. (2005). “Experimental investigation of external confinement of reinforced concrete columns by HSS collars.” ACI Structural Journal, American Concrete Institute, (in press).
Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 114(8), 1804–1826.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 2February 2005
Pages: 364 - 365

History

Published online: Feb 1, 2005
Published in print: Feb 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor:

Authors

Affiliations

M. A. Hussain
Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
R. G. Driver
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share