DISCUSSIONS AND CLOSURES
Nov 1, 2000
Closure to “Resistance of Welded Aluminum Alloy Plate Girders to Shear and Patch Loading” by Aled W. Davies and Terry M. Roberts
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Aled W. Davies and Terry M. RobertsAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 11
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References
1.
Bulson, P. S. (1997). “The treatment of thin‐walled aluminium sections in Eurocode 9.” Thin‐Walled Struct., 29(1–4), 3–12.
2.
“Eurocode 9: Design of aluminium structures: Part 1.1: General rules.” (1997). prENV 1999‐1‐1, CEN/TC 250/SC9, European Committee for Standardisation, Central Secretariat, Rue de Stassart 36, B‐1050 Brussels, Belgium.
3.
“Eurocode 9: Design of aluminium structures: Part 1.1: General rules.” (1998). prENV 1999‐1‐1, CEN/TC 250/SC9, European Committee for Standardisation, Central Secretariat, Rue de Stassart 36, B‐1050 Brussels, Belgium.
4.
Höglund, T. (1997). “Shear buckling resistance of steel and aluminium plate girders.” Thin‐Walled Struct., 29(1–4), 13–30.
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Copyright © 2000 ASCE.
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Published online: Nov 1, 2000
Published in print: Nov 2000
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Aled W. Davies
Lect., Cardiff School of Engrg., Cardiff Univ., Cardiff, CF2 3TB, Wales, U.K.
Terry M. Roberts
Reader, Cardiff School of Engrg., Cardiff Univ., Cardiff, CF2 3TB, Wales, U.K.
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