Discussion of “Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading” by G. Culache, M. P. Byfield, N. S. Ferguson, and A. Tyas
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 144, Issue 4
Get full access to this article
View all available purchase options and get full access to this article.
References
Grimsmo, E. L., Clausen, A. H., Langseth, M., and Aalberg, A. (2015). “An experimental study of static and dynamic behaviour of bolted end-plate joints of steel.” Int. J. Impact Eng., 85, 132–145.
Liu, C., Tan, K. H., and Fung, T. C. (2013). “Dynamic behaviour of web cleat connections subjected to sudden column removal scenario.” J. Constr. Steel Res., 86, 92–106.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 144 • Issue 4 • April 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jun 29, 2017
Accepted: Oct 16, 2017
Published online: Feb 8, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 8, 2018
Permissions
Request permissions for this article.
Authors
Affiliations
Ph.D. Candidate, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China. E-mail: [email protected]
Professor, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China (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.
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.