TECHNICAL NOTES
Jan 1, 1984
Clip Angle Connections Subjected to Cyclic Loads
Authors: Richard G. Redwood and Dale G. EyreAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 110, Issue 1
Abstract
Tests of clip angle connections are described in which a constant beam shear exists while reversed cyclic loading along the axis of the beam is applied. The connections retain their ductility and exhibit considerable reserve of strength after fifteen cycles of load at high load amplitudes. An estimate of the reserve strength, based on the tests, is given.
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Published In
Journal of Structural Engineering
Volume 110 • Issue 1 • January 1984
Pages: 162 - 166
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Copyright © 1984 ASCE.
History
Published online: Jan 1, 1984
Published in print: Jan 1984
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Affiliations
Richard G. Redwood
Prof., Dept. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Canada
Dale G. Eyre
Principal, Daeyr & Assocs., Consulting Engrs., Montreal, Canada
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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.