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RISDiscussion of “<i>Study on Maximum Strength of Cold‐Formed Steel Columns</i>” by C. C. Weng and C. P. Lin (January, 1992, Vol. 118, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Residual Stresses in Cold‐Formed Steel Members</i>” by C. C. Weng and Teoman Pekoz (June, 1990, Vol. 116, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Local Buckling of Hollow Structural Sections</i>” by John L. Dawe, Adel A. Elgabry, and Gilbert Y. Grondin (May, 1985, Vol. 111, No. 5)
Publisher: American Society of Civil Engineers
Explicit Approach to Design of Stainless Steel Columns
Publisher: American Society of Civil Engineers
Abstract: The paper describes a design procedure for stainless-steel columns failing by flexural buckling. In the approach, the stress-strain curve is assumed to be expressed as a Ramberg-Osgood curve, defined in terms of the initial ...
Discussion of “<i>Planar Strength of Restrained Beam Columns</i>” by Sriramulu Vinnakota (November, 1982)
Publisher: American Society of Civil Engineers