Yu W., LaBoube R.A. Cold-Formed Steel Design
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Application to the Direct Strength Method,” in Proceed-
ings of the 18th International Specialty Conference on
Cold-Formed Steel Structures, R. A. LaBoube and W. W.
Yu, Eds., University of Missouri-Rolla, Oct. 2006.
3.244 Moen, C. D., and B. W. Schafer: “Elastic Buckling and
Tested Response of Cold-Formed Steel Columns with
Holes,” in Proceedings of the Fifth International Confer-
ence on Thin-Walled Structures, M. Mahendran, Ed.,
Queensland University of Technology, Brisbane, Australia,
June, 2008.
3.245 Moen, C. D., and B. W. Schafer: “Simplified Methods for
Predicting Elastic Buckling of Cold-Formed Steel Struc-
tural Members with Holes,” in Proceedings of the 19th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu Eds., Missouri
University of Science and Technology, Rolla, MO, Oct.
2008.
3.246 Moen, C. D. and B. W. Schafer: “Predicting the Euler
Buckling Load of Columns and Beams with Holes,”
paper presented at the SSRC Annual Stability Conference,
Phoenix, AZ, Apr. 2009.
3.247 Yu, C.: “Cold-Formed Steel C-Sections with Edge Stiff-
ened Perforations: Optimization, Behavior and Design,”
in Proceedings of the Fifth International Conference on
Thin-Walled Structures,M.Mahendran,Ed.,Queensland
University of Technology, Brisbane, Australia, June, 2008.
3.248 Maiorana, E., C. Pellegrino, and C. Modena: “Elastic
Stability of Plates with Circular and Rectangular Holes
Subjected to Axial Compression and Bending Moment,”
Thin-Walled Structures, vol. 47, no. 3, Mar. 2009.
3.249 American Society of Civil Engineers: Specification for the
Design of Stainless Steel Structural Members, Reston, VA,
2002.
3.250 Bambach, M. R., G. Tan, and R. H. Grzebieta: “Steel Spot-
W
elded Ha
t Sections with Perforations Subjected to large
Deformation Pure Bending,” Thin-Walled Structures, vol.
47, no. 11, Nov. 2009.
3.251 Moen, C. D., and B. W. Schafer: “Elastic Buckling of Thin
Plates with Holes in Compression and Bending,” Thin-
Walled Structures, vol. 47, no. 12, Dec. 2009.
CHAPTER 4
4.1 Reck, H. P., T. Pekoz, and G. Winter: “Inelastic Strength
of Cold-Formed Steel Beams,” Journal of the Structural
Division, ASCE Proceedings, vol. 101, Nov. 1975.
4.2 Yener, M., and T. Pekoz: “Inelastic Load Carrying
Capacity of Cold-Formed Steel Beams,” in Proceedings
of the 5th International Specialty Conference on Cold-
Formed Steel Structures,W.W.YuandJ.H.Senne,Eds.,
University of Missouri-Rolla, Nov. 1980.
4.3 Yener, M., and T. Pekoz: “Partial Stress Redistribution in
Cold-Formed Steel,” Journal of Structural Engineering,
vol. 111, no. 6, June 1985.
4.4 Yener, M., and T. Pekoz: “Partial Moment Redistribution
in Cold-Formed Steel,” Journal of Structural Engineering,
vol. 111, no. 6, June 1985.
4.5 von Unger, B.: “Ein Beitrag zur Ermittlung der
Traglast von querbelasteten Durchlauftr
¨
agern mit
d
¨
unnwandigem Querschnitt, insbesondere von durch-
laufenden Trapezblechen f
¨
ur Dach und Geschossdecken,”
Der Stahlbau, vol. 42, Jan. 1973.
4.6 Wang, S. T.: “Nonlinear Analysis of Thin-Walled Contin-
uous Beams,” in Proceedings of the 2nd Specialty Confer-
ence on Cold-Formed Steel Structures,W.W.Yu,Ed.,
University of Missouri-Rolla, Oct. 1973.
4.7 Wang, S. T., and S. S. Yeh: “Post-Local-Buckling Behavior
of Continuous Beams,” Journal of the Structural Division,
ASCE Proceedings, vol. 100, June 1974.
4.8 Chong, K. P., and D. M. Mosier: “Nonlinear Behavior of
Continuous Cold-Formed Beams,” in Proceedings of the
3rd International Specialty Conference on Cold-Formed
Steel Structures, W. W. Yu and J. H. Senne, Eds., Univer-
sity of Missouri-Rolla, Nov. 1975.
4.9 Ryan, T. G.: “Designing for Moment Redistribution and
Ultimate Load for Continuous Beams,” Committee Corre-
spondence, Sept. 9, 1981.
4.10 LaBoube, R. A., M. Golovin, D. J. Montague, D. C. Perry,
and L. L. Wilson: “Behavior of Continuous Span Purlin
Systems,” in Proceedings of the 9th International Specialty
Conference on Cold-Formed Steel Structures,W.W.Yu
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