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contributor authorWilliam C. Edmonson
contributor authorScott D. Schiff
contributor authorBryant G. Nielson
date accessioned2017-05-08T21:37:29Z
date available2017-05-08T21:37:29Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29cf%2E1943-5509%2E0000204.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57791
description abstractEnsuring a complete load path in light-framed wood structures is critical in providing proper load transfer during wind and seismic events. Roof-to-wall metal-connectors are often used to accomplish this goal. Currently, the design and construction community utilizes published metal connector capacities found in manufacturer documentation or other design aids to properly size connectors for a given demand. However, with the ever-increasing trend of using recycled dimensioned lumber and in situ retrofits of older buildings, the limited supply of research in this area is becoming more apparent. At present, the
publisherAmerican Society of Civil Engineers
titleBehavior of Light-Framed Wood Roof-to-Wall Connectors Using Aged Lumber and Multiple Connection Mechanisms
typeJournal Paper
journal volume26
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000201
treeJournal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 001
contenttypeFulltext


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