Discussion of “Lateral Load–Drift Response and Limit States of Posttensioned Steel Beam-Column Connections: Parametric Study” by Saber Moradi and M. Shahria Alam
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 144, Issue 7
Get full access to this article
View all available purchase options and get full access to this article.
References
El-Tawil, S., T. Mikesell, and S. K. Kunnath. 2000. “Effect of local details and yield ratio on behavior of FR steel connections.” J. Struct. Eng. 126 (1): 79–87.
Garlock, M. M., J. M. Ricles, and R. Sause. 2005. “Experimental studies of full-scale posttensioned steel connections.” J. Struct. Eng. 131 (3): 438–448.
Ricles, J. M., R. Sause, S. W. Peng, and L. W. Lu. 2002. “Experimental evaluation of earthquake resistant posttensioned steel connections.” J. Struct. Eng. 128 (7): 850–859.
Vasdravellis, G., T. L. Karavasilis, and B. Uy. 2013. “Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins.” Eng. Struct. 52 (9): 1–16.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 144 • Issue 7 • July 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jul 31, 2017
Accepted: Oct 16, 2017
Published online: Apr 28, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 28, 2018
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China (corresponding author). Email: [email protected]
Ph.D. Candidate, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China. 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.