Research Article
Oct 1965
Structural Subassemblages Prevented from 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 91, Issue 5
Abstract
A method for analyzing nonsway beam-and-column subassemblages, which are parts of a braced multistory frame, is presented. The type of subassemblage studied consists essentially of a column framed at its ends to beams of known properties. When subjected to load, the beams will deform with the column and thus provide restraint at the ends of the column. The method can be used to study both the elastic and inelastic behavior of subassemblages provided the material properties are known. Application of the method to the analysis of beam-columns continuous over several supports is also illustrated.
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Published In
Journal of the Structural Division
Volume 91 • Issue 5 • October 1965
Pages: 103 - 127
Copyright
© 1965 American Society of Civil Engineers.
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Published in print: Oct 1965
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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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.