Research Article
Jan 1951
Elastic Restraint Equations for Semi-Rigid Connections
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 116, Issue 1
Abstract
The restraining effects of semi-rigid, girder-column connections have received considerable attention within recent years in both the United States and Great Britain. Excellent literature on the subject is now' available, and methods of analyses which take into account the restraining effects of these connections have been proposed. On the whole, these proposed methods would be conducive to economy in metal structures except for one fact.
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© 1951 American Society of Civil Engineers.
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Published in print: Jan 1951
Published online: Feb 10, 2021
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J. E. Lothers, M.ASCE
Prof. of Architecture, Oklahoma Agri. and Mech. College, Stillwater, Okla.
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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.