Research Article
Mar 1959
Behavior of Riveted and Bolted Beam-to-Column Connections
Publication: Journal of the Structural Division
Volume 85, Issue 3
Abstract
Three specimens were assembled with high strength bolts and tested at different moment-to-shear ratios; one specimen was assembled with rivets for comparison; study of moment rotation characteristics, moment resisting capacity, slip and shear deformation of connections, deformation of fasteners, and separation of flanges.
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Published In
Journal of the Structural Division
Volume 85 • Issue 3 • March 1959
Pages: 29 - 50
Copyright
© 1959 American Society of Civil Engineers.
History
Published in print: Mar 1959
Published online: Feb 1, 2021
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Authors
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W. H. Munse, AM.ASCE
Prof. of Civ. Eng., Univ. of Illinois, Urbana, Ill.
W. G. Bell, JM.ASCE
Engr., J.N. Pease Co., Charlotte, N.C.; Formerly Research Asst., Univ. of Illinois, Urbana, Ill.
E. Chesson Jr., JM.ASCE
Research Associate in Civ. Eng., Univ. of Illinois, Urbana, Ill.
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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.