TECHNICAL NOTES
May 1, 1994
Behavior of Gypsum‐Sheathed Cold‐Formed Steel Wall Studs
Authors: Thomas H. Miller, Associate Member, ASCE, and Teoman Pekoz, Member, ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 120, Issue 5
0733-9445(1994)120:5(1644)/asset/89235289-57e2-408f-83c5-4368294138cc/assets/(asce)0733-9445(1994)120:5(1644).fp.png)
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References
1.
Green, G. G., Winter, G., and Cuykendall, T. R. (1947). “Light gage steel columns in wall‐braced panels.” Engrg. Experiment Station, Bull. No. 35, Part 2, Cornell Univ., Ithaca, N.Y.
2.
Light gage cold‐formed steel design manual. (1962). American Iron and Steel Institute, AISI, New York, N.Y.
3.
Miller, T. H. (1990). “Behavior of cold‐formed steel wall stud assemblies subject to eccentric axial loads,” PhD thesis, Cornell University, Ithaca, N.Y.
4.
Miller, T. H., and Perkoz, T. (1993). “Behavior of cold‐formed steel wall stud assemblies.” J. Struct. Engrg., ASCE, 119(2), 641–651.
5.
Simaan, A. (1973). “Buckling of diaphragm‐braced columns of unsymmetrical sections and application to wall studs design,” PhD thesis, Cornell University, Ithaca, N.Y.
6.
Specification for the design of cold‐formed steel structural members. (1986). American Iron and Steel Institute, AISI, Washington, D.C.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 120 • Issue 5 • May 1994
Pages: 1644 - 1650
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Mar 15, 1993
Published online: May 1, 1994
Published in print: May 1994
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Authors
Affiliations
Thomas H. Miller, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331
Formerly, Res. Asst., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853
Teoman Pekoz, Member, ASCE
Prof., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY
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