DISCUSSIONS AND CLOSURES
Feb 1, 1994
Closure to “Creep Effects in Composite Beams with Flexible Shear Connectors” by Angelo Marcello Tarantino and Luigino Dezi (August, 1992, Vol. 118, No. 8)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Angelo Marcello Tarantino and Luigino DeziAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 120, Issue 2
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References
1.
Bradford, M. A., and Gilbert, R. I. (1991). “Time‐dependent behaviour of simply‐supported steel‐concrete composite beams.” Mag. of Concr. Res., 43(157), 265–274.
2.
Oehlers, D. J., and Coughlan, C. G. (1986). “The shear stiffness of stud shear connectors in composite beams.” J. Construct. Steel Research, 6(4), 273–284.
3.
Oehlers, D. J., and Johnson, R. P. (1987). “The strength of stud shear connections in composite beams.” The Struct. Engr., 65B(2), 44–48.
4.
Oehlers, D. J. (1991). “Deterioration in strength of stud connectors in composite bridge beams.” J. Struct. Engrg., ASCE, 116(2), 3417–3431.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 120 • Issue 2 • February 1994
Pages: 675 - 676
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Published online: Feb 1, 1994
Published in print: Feb 1994
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Authors
Affiliations
Angelo Marcello Tarantino
Post Doctoral Fellow, Inst. of Struct. Engrg., Univ. of Ancona, via Brecce Bianche, Monte D'Ago, 60131, Ancona, Italy
Luigino Dezi
Assoc. Prof. of Struct. Engrg., Inst. of Struct. Engrg., Univ. of Ancona, via Brecce Bianche, Monte D'Ago, 60131, Ancona, Italy
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