Discussion of “Active Shear Planes of Bolted Connections Failing in Block Shear” by Drew D. A. Clements and Lip H. Teh
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 140, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Hu, J. W. (2013). “Design and strength evaluation of critical gusset plate in the steel bridge using new LRFD methods and advanced FE analyses.” ISIJ Int., 53(8), 1452–1461.
Kim, T., and Lim, J. (2013). “Ultimate strength of single shear two-bolted connections with austenitic stainless steel.” Int. J. Steel Struct. KSSC, 13(1), 117–128.
Teh, L. H., and Clements, D. D. A. (2012). “Block shear capacity of bolted connections in cold-reduced steel sheets.” J. Struct. Eng., 459–467.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 140 • Issue 2 • February 2014
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jul 13, 2013
Accepted: Aug 12, 2013
Published online: Dec 10, 2013
Published in print: Feb 1, 2014
Discussion open until: May 10, 2014
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, Dept. of Civil and Environmental Engineering, College of Urban Science, Univ. of Incheon, Incheon 406-840, Republic of Korea; and Head of Center, Incheon Disaster Prevention Research Center, Univ. of Incheon, Incheon 406-840, Republic of Korea. 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.