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contributor authorScott M. Kent
contributor authorRobert J. Leichti
contributor authorDavid V. Rosowsky
contributor authorJeffrey J. Morrell
date accessioned2017-05-08T21:17:54Z
date available2017-05-08T21:17:54Z
date copyrightOctober 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A5%28579%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46070
description abstractThe effect of wood decay on the fully reversed cyclic performance of nailed oriented strand board (OSB) sheathing to Douglas-fir framing member connections was investigated. The connection geometry evaluated in this study was representative of lateral force resisting systems of light-framed wood structures, including shear walls and horizontal diaphragms. Maximum loads, slip at maximum loads, yield loads, initial stiffnesses, and cumulative energy dissipation of nailed connections exposed to increasing intervals to the brown rot fungus,
publisherAmerican Society of Civil Engineers
titleEffects of Decay on the Cyclic Properties of Nailed Connections
typeJournal Paper
journal volume17
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:5(579)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 005
contenttypeFulltext


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