DISCUSSIONS AND CLOSURES
Feb 1, 1989
Closure to “Response of Reinforced Concrete Slab Elements to Torsion” by Peter Marti and Keith Kong (May, 1987, Volume 113, No. 5)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Peter Marti, Member, ASCE, and Keith KongAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 115, Issue 2
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References
1.
Hillerborg, A. (1953). “Armering av elasticitetsteoretiskt beräknade plattor, skivor och skal (Reinforcement of slabs and shells designed according to the theory of elasticity).” Betong, 101–109.
2.
Hillerborg, A. (1960). “A plastic theory for the design of reinforced concrete slabs.” Preliminary Publication, Int. Assoc., for Bridge and Struct. Engrg., Sixth Congress, Stockholm, June 27–July 1, 177–186.
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Copyright © 1989 ASCE.
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Published online: Feb 1, 1989
Published in print: Feb 1989
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Peter Marti, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Ontario, Canada M5S 1A4
Keith Kong
Engr., R. Halsall & Assoc. Ltd., Consulting Engrs., Toronto, Ontario, Canada
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