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contributor authorLip H. Teh
contributor authorGregory J. Hancock
date accessioned2017-05-08T20:58:53Z
date available2017-05-08T20:58:53Z
date copyrightNovember 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A11%281790%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34196
description abstractThis paper proposes a new welding-based solution that significantly increases the rotation capacity of a stiffened welded knee joint between cold-formed rectangular hollow sections under opening moment. The proposed solution is more economical than the use of internal sleeves and can be applied to new as well as existing structures. The solution involves the use of extra layers of weld on the inner (tension) flange of a stiffened welded knee joint. Laboratory test results are presented to demonstrate that the solution enabled such a joint between DuraGal C450
publisherAmerican Society of Civil Engineers
titleImproving the Ductility of Knee Joints between Rectangular Hollow Sections
typeJournal Paper
journal volume130
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:11(1790)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
contenttypeFulltext


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