Research Article
Feb 1971
Further Studies of Inelastic Beam-Column Problem
Publication: Journal of the Structural Division
Volume 97, Issue 2
Abstract
Previous work on the solution of an eccentrically loaded beam-column under a concentrated load at the mid-span is extended. Expressions are derived for the moment expressed explicitly in terms of curvature and thrust for various shapes of structural sections with or without the influence of residual stress. Using these results, interaction curves relating axial thrust, lateral load, and slenderness ratio with various values of end eccentricities are presented for the maximum load carrying capacity of the beam-columns. The analytically obtained results are compared with those obtained previously by the numerical integration procedure and good agreement is observed.
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Published In
Journal of the Structural Division
Volume 97 • Issue 2 • February 1971
Pages: 529 - 544
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Feb 1971
Published online: Feb 1, 2021
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Authors
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W. F. Chen, AM.ASCE
Asst. Prof., Fritz Engineering Laboratory, Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.
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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.