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Discussion of “<i>Beams with Torsional Stiffeners</i>” by Richard M. Szewczak, Erling A. Smith, and John T. Dewolf (July, 1983)
Publisher: American Society of Civil Engineers
Discussion of “<i>Buckling of Monosymmetric I‐beams Under Moment Gradient</i>” by Sritawat Kitipornchai, Chien Ming Wang, and Nicholas S. Trahair (April, 1986, Vol. 112, No. 4)
Publisher: American Society of Civil Engineers
Discussion of “<i>Thin‐Walled Space Frames. I: Large‐Deformation Analysis Theory</i>” by Hong Chen and George E. Blandford (August, 1991, Vol. 117, No. 8)
Publisher: American Society of Civil Engineers
The Buckling of Thin-Walled Open-Profile Bars
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The theory of buckling for thin-walled open-profile bars is criticized. Its several derivations are faulted for violating statics, using a variational theorem approximately, using an incorrect ...
Closure to “Discussion of ‘The Buckling of Thin-Walled Open-Profile Bars’” (1990, ASME J. Appl Mech., 57, p. 479)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion of “<i>Buckling Capacities of Monosymmetric I‐Beams</i>” by Chien M. Wang and Sritawat Kitipornchai (November 1986, Vol. 112, No. 11)
Publisher: American Society of Civil Engineers
Three Hundred Years of Bar Theory
Publisher: American Society of Civil Engineers
Discussion of “<i>New Set of Buckling Parameters for Monosymmetric Beam‐Columns/Tie‐Beams</i>” by Chien‐Ming Wang and Sritawat Kitipornchai (June, 1989, Vol. 115, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Stiffener Effects on Torsional Buckling of Columns</i>” by Sven Eilif Svensson and Carsten Munk Plum (March, 1983)
Publisher: American Society of Civil Engineers
Opposing Theories and the Buckling Strength of Unequal-Leg Angle Columns
Publisher: American Society of Civil Engineers
Abstract: A structural engineer wishing to determine the buckling load of unequal-leg angle columns receives conflicting information from published literature because researchers offer two radically different models for their analyses ...