Research Article
Apr 1966
Behavior of Diaphragm-Braced Columns and Beams
Publication: Journal of the Structural Division
Volume 92, Issue 2
Abstract
A compression member that is supported continuously or at frequent intervals along its length fails at a load which can be somewhere between its maximum capacity when unbraced and its failure load when fully braced. A diaphragm can be used to provide such bracing and, if attached to two identical parallel members and constrained to deform as the members deflect laterally, may be assumed to be in a state of pure shear. A theory predicting the failure load of elastic I-section members laterally restrained by shear-resistant diaphragms is developed. The shear rigidity, which can vary substantially because of the connector and other details, is the principal characteristic of the diaphragm considered. This rigidity was determined experimentally. A test series of double-column-diaphragm assemblies gave good agreement between the theoretically predicted values and the test failure loads.
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Published In
Journal of the Structural Division
Volume 92 • Issue 2 • April 1966
Pages: 323 - 370
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Apr 1966
Published online: Feb 1, 2021
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Authors
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George Pincus, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.
Gordon P. Fisher, F.ASCE
Prof. of Civ. Engrg., Coll. of Engrg., Cornell Univ., Ithaca, N. Y.
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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.