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contributor authorRichard G. Redwood
contributor authorDale G. Eyre
date accessioned2017-05-08T20:50:51Z
date available2017-05-08T20:50:51Z
date copyrightJanuary 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A1%28162%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29105
description abstractTests 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.
publisherAmerican Society of Civil Engineers
titleClip Angle Connections Subjected to Cyclic Loads
typeJournal Paper
journal volume110
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:1(162)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001
contenttypeFulltext


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