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contributor authorIan Smith
contributor authorGreg Foliente
contributor authorMinh Nguyen
contributor authorMichael Syme
date accessioned2017-05-08T21:17:55Z
date available2017-05-08T21:17:55Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A6%28664%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46082
description abstractAn experimental study is reported aimed at determining stiffness and strength of laterally loaded dowel-type fastener joints in Australian grown pine. Emphasis is on joints in Radiata pine lumber or glued-laminated (glulam) timber, and Slash pine lumber. Information was collected in a manner that makes it useful for load and resistance factor design. It was found that characteristic “one-fastener” design capacities of joints are most reliably based on the yield load rather than the ultimate load, and that for practical purposes behaviors of joints in Radiata pine and Slash pine can be regarded as identical.
publisherAmerican Society of Civil Engineers
titleCapacities of Dowel-Type Fastener Joints in Australian Pine
typeJournal Paper
journal volume17
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:6(664)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 006
contenttypeFulltext


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