Research Article
Feb 1967
Analysis of Restrained Columns Permitted to Sway
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VIEW THE REPLYAuthors: Victor Levi, AM.ASCE, George C. Driscoll Jr., M.ASCE, and Le-Wu Lu, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 93, Issue 1
Abstract
A numerical method for analyzing restrained steel columns subjected to combined axial force, end moments, and horizontal shear is presented. The columns are rotationally restrained at both ends and laterally restrained at the upper end. Relative translation of the two ends (or sway) is permitted to occur. The method can be used to analyze for both the elastic and inelastic response of such columns provided that the material properties are known. Numerical examples are given to illustrate the application of the method.
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Published In
Journal of the Structural Division
Volume 93 • Issue 1 • February 1967
Pages: 87 - 108
Copyright
© 1967 American Society of Civil Engineers.
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Published in print: Feb 1967
Published online: Feb 1, 2021
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Victor Levi, AM.ASCE
Prof. of Civ. Engrg., Univ. of Panama, Panama City, Panama
George C. Driscoll Jr., M.ASCE
Research Prof. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.
Le-Wu Lu, AM.ASCE
Research Assoc. Prof. 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.