DISCUSSIONS AND CLOSURES
Oct 1, 1994
Closure to “Creep in Composite Continuous Beams. II: Parametric Study” by Luigino Dezi and Angelo Marcello Tarantino (July, 1993, Vol. 119, No. 7)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Luigino Dezi and Angelo Marcello TarantinoAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 120, Issue 10
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References
1.
Dezi, L., Leoni, G., and Tarantino, A. M. (1994) “Algebraic methods for time‐dependent analysis of composite beams.” Rep. No. 160, Inst. of Struct. Engrg., Univ. of Ancona, Ancona, Italy.
2.
“Eurocode n.4: common unified rules for composite steel and concrete structures.” (1985). Rep. EUR 9886 EN, Commission of European Communities, Luxemborg, Luxemborg.
3.
“Load and resistance factor design, specification for structural steel buildings.” (1986). American Institute of Steel Construction, Chicago, Ill.
4.
Oehlers, D. J., and Coughlan, C. G. (1986). “The shear stiffness of stud shear connectors in composite beams.” J. Constructr. Steel Res., 6(4), 273–284.
5.
Oehlers, D. J., and Johnson, R. P. (1987). “The strength of stud shear connections in composite beams.” Struct. Engr., 65B(2), 44–48.
6.
“Steel structures for buildings‐limit states design.” (1984). CAN3‐S16.1‐M84, Canadian Standards Institute, Canadian Standards Association, Willowdale, Ontario, Canada.
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Copyright © 1994 American Society of Civil Engineers.
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Published online: Oct 1, 1994
Published in print: Oct 1994
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Authors
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Luigino Dezi
Assoc. Prof. of Struct. Engrg., Inst. of Struct. Engrg., Univ. of Ancona, via Brecce Bianche, Monte D'Ago, 60131, Ancona, Italy
Angelo Marcello Tarantino
Post Doctoral Res. Asst., Inst. of Struct. Engrg., Univ. of Ancona, via Brecce Bianche, Monte D'Ago, 60131, Ancona, Italy
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