Discussion of “Component-Based Model for Single-Plate Shear Connections with Pretension and Pinched Hysteresis” by Jonathan M. Weigand
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 143, Issue 12
Get full access to this article
View all available purchase options and get full access to this article.
References
Jaspart, J. P., and Weynand, K. (2016). Design of joints in steel and composite structures: Eurocode 3: Design of steel structures. Part 1-8: Design of joints. Eurocode 4: Design of composite steel and concrete structures, Wiley, Weinheim, Germany.
Nelson, W. D., Bunin, B. L., and Hart-Smith, L. J. (1983). “Critical joints in large composite aircraft structure.”, Douglas Aircraft Company, Long Beach, CA.
Tate, M. B., and Rosenfeld, S. J. (1946). “Preliminary investigation of the loads carried by individual bolts in bolted joints.”, Langley Memorial Aeronautical Laboratory, Hampton, VA.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 143 • Issue 12 • December 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Feb 22, 2017
Accepted: Apr 20, 2017
Published online: Oct 16, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 16, 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). E-mail: [email protected]
Ph.D. Candidate, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China. 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.