Discussion of “An Unstiffened Eight-Bolt Extended End-Plate Moment Connection for Special and Intermediate Moment Frames” by Machel L. Morrison, Doug Q. Schweizer, Shahriar Quayyum, and Tasnim Hassan
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VIEW THE ORIGINAL ARTICLEAuthors: Junming Jiang [email protected], Kin-tak Lau [email protected], and Shiming Chen [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 146, Issue 7
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Acknowledgments
This work is supported by the China Scholarship for Studying Abroad. However, any opinions, findings, or recommendations expressed in this discussion are solely those of the authors and do not necessarily reflect the views of the sponsor.
References
Brown, D., D. Iles, M. Brettle, A. Malik, and BCSA/SCI Connections Group. 2013. Joints in steel construction: Moment-resisting joints to Eurocode 3. Ascot, UK: Steel Construction Institute.
Bursi, O. S., and J. P. Jaspart. 1997. “Benchmarks for finite element modelling of bolted steel connections.” J. Constr. Steel Res. 43 (1–3): 17–42. https://doi.org/10.1016/S0143-974X(97)00031-X.
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Published In
Journal of Structural Engineering
Volume 146 • Issue 7 • July 2020
Copyright
©2020 American Society of Civil Engineers.
History
Received: Aug 7, 2019
Accepted: Nov 6, 2019
Published online: Apr 27, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 27, 2020
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Doctoral Candidate, Dept. of Disaster Mitigation for Structures, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China; Doctoral Candidate, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, John St., Hawthorn, VIC 3122, Australia (corresponding author). Email: [email protected]
Professor, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, John St., Hawthorn, VIC 3122, Australia. Email: [email protected]
Professor, Dept. of Disaster Mitigation for Structures, Tongji Univ., No. 1239, Siping Rd., Shanghai 200092, China. Email: [email protected]
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