DISCUSSIONS AND CLOSURES
May 1, 1998
Discussion: Low-Cycle Fatigue Test on Stud Shear Connectors
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VIEW THE REPLYAuthors: Deric J. Oehlers and Rudolf SeracinoAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 124, Issue 5
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References
1.
Oehlers, D. J., and Foley, L.(1985). “The fatigue strength of stud shear connections in composite beams.”Proc., Inst. of Civ. Engrs., Part 2, Institution of Civil Engineers, London, England, 79, 349–364.
2.
Oehlers, D. J., and Coughlan, C. G. (1986). “The shear stiffness of stud shear connections in composite beams.”J. Constr. Steel Res., 6, 273– 284.
3.
Oehlers, D. J.(1990). “Deterioration in strength of study connectors in composite bridge beams.”J. Struct. Engrg., ASCE, 116(12), 3417–3431.
4.
Oehlers, D. J., and Bradford, M. A. (1995). Composite steel and concrete structural members: fundamental behaviour. Pergamon Press, Inc., Tarrytown, N.Y.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: May 1, 1998
Published in print: May 1998
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Deric J. Oehlers
Sr. Lect., Dept. of Civ. and Envir. Engrg., Univ. of Adelaide, South Australia, Australia.
Rudolf Seracino
Dept. of Civ. and Envir. Engrg., Univ. of Adelaide, South Australia, Australia.
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