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RISDiscussion of “<i>Cyclic In‐Plane Buckling of Double Angle Bracing</i>” by Abolhassan Astaneh‐Asl and Subhash C. Goel(September, 1984)
Publisher: American Society of Civil Engineers
Influence of Bend Radii on Local Buckling in Cold Formed Shapes
Publisher: American Society of Civil Engineers
Abstract: The stress that causes local buckling is related to the width/thickness ratio of the element in compression. In current codes for the strength design of shapes cold formed from sheet metal, the presence of corner bend radii ...
Discussion of “<i>Lateral‐Torsional Buckling of Thin‐Walled I‐Beams</i>” by Masahiro Kubo and Yuhshi Fukumoto (April, 1988, Vol. 114, No. 3)
Publisher: American Society of Civil Engineers
Discussion of “<i>Optimal Design for Plate Buckling</i>” by W. R. Spillers and Robert Levy (March, 1990, Vol. 116, No. 3)
Publisher: American Society of Civil Engineers
Design of Single and Multiple Angle Columns and Beams
Publisher: American Society of Civil Engineers
Abstract: Metal angle sections, singly or in combination, acting as concentric or eccentric columns, beams, or beam-columns, may buckle in flexure or torsion, or combinations thereof. The behavior of such structural elements is ...
Discussion of “<i>Behavior of Single‐Angle‐Compression Members</i>” by M. Elgaaly, H. Dagher, and W. Davids (December, 1991, Vol. 117, No. 12)
Publisher: American Society of Civil Engineers
Design Method for Buckling Failure of Plate Elements
Publisher: American Society of Civil Engineers
Abstract: The compressive stress required to cause initial local buckling of a flat element is related to a “normalized slenderness.” This value is used in a normalized buckling curve, appropriate to the material, to give the ...
Discussion of “<i>Transmission Towers: Design of Cold‐Formed Angles</i>” by Edwin H. Gaylord and Gene M. Wilhoite (August, 1985, Vol. 111, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>New Constitutive Law for Equal Leg Fillet Welds</i>” by Vernon V. Neis (August, 1985, Vol. 111, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Design Formulas for Unstiffened and Stiffened Plate Girders in Shear</i>” by Max A. M. Herzog (November, 1989, Vol. 115, No. 11)
Publisher: American Society of Civil Engineers