Buckling Strength of Columns Based on Random Parametersby Bertrand T. Chung, (A.M.ASCE), Postdoctoral Fellow; Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY,
George C. Lee, (M.ASCE), Professor and Acting Chmn.; Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY,
Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 7, Pg. 1927-1945
Document Type: Journal Paper
Abstract: The buckling strength of axially loaded columns is examined by using the quasisteady statistical method. Material properties are considered as random parameters. Such an approach can provide a rational estimation of column strength in both the elastic and the inelastic range simultaneously as parameters vary. The procedure is explained by using the Duberg-Wilder model for tangent modulus buckling. Numerical results for wide-flange columns with the presence of residual stresses are obtained and are compared with pertinent experimental results and deterministic solutions.
Subject Headings: Columns | Buckling | Structural strength | Material properties | Parameters (statistics) | Axial loads | Elastic analysis
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