DISCUSSIONS AND CLOSURES
Jun 15, 2009

Closure to “Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage” by Kyungha Park and Ricardo A. Medina

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Structural Engineering
Volume 135, Issue 7
First page of PDF

Get full access to this article

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

References

International Code Council (ICC). (2006). 2006 International Building Code, Falls Church, Va.
Medina, R. A., and Krawinkler, H. (2005). “Strength demand issues relevant for the seismic design of moment-resisting frames.” Earthquake Spectra, 21(2), 415–439.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 135Issue 7July 2009
Pages: 880 - 881

History

Published online: Jun 15, 2009
Published in print: Jul 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Kyungha Park [email protected]
Structural Engineer, Greenhorne & O’Mara, 6110 Frost Place, Laurel, MD 20707. E-mail: [email protected]
Ricardo A. Medina [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824 (corresponding author). 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.

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 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