Brief Report
Jul 1973
Lateral-Torsional Buckling of Built-Up Beam Columns
Authors: Hiroshi Yoshida, AM.ASCE, and Susumu NishidaAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 7
Abstract
The lateral-torsional buckling strength of beam columns in both the elastic and the inelastic ranges is compared for (1) the influence of the residual stress patterns which are idealized for as-rolled and as-welded flange sections, and (2) the effect of the deterioriation in the St. Venant stiffness as a result of yielding. In this note, the cross-sectional properties in the inelastic range are numerically calculated by dividing the cross section into finite elements for given bending moment under an axial thrust. Additionally, the lateral-torsional buckling strength is calculated by the finite difference method applying the cross-sectional properties numerically obtained for the moment along the length of a beam-column. The numerical results are shown in several examples.
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Published In
Journal of the Structural Division
Volume 99 • Issue 7 • July 1973
Pages: 1713 - 1716
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jul 1973
Published online: Feb 1, 2021
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Authors
Affiliations
Hiroshi Yoshida, AM.ASCE
Asst. Prof. of Civ. Engrg., Kanazawa Univ., Kanazawa, Japan
Susumu Nishida
Res. Asst. in Civ. Engrg., Kanazawa Univ., Kanazawa, Japan
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.