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dc.contributor.authorStefanie
dc.contributor.authorTerentiuk
dc.contributor.authorAli
dc.contributor.authorMemari
dc.date.accessioned2017-05-08T21:33:30Z
dc.date.available2017-05-08T21:33:30Z
dc.date.copyrightDecember 2012
dc.date.issued2012
dc.identifier.other%28asce%29ae%2E1943-5568%2E0000084.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/56086
dc.description.abstractStructural insulated panel (SIP) wall systems have been used in residential and light commercial buildings for the past 60 years. Lack of sufficient published research results on racking load performance and understanding of the influence of fastener types on seismic response has been a deterrent in the widespread use of the wall system in seismically active areas. This paper summarizes the results of a full-scale racking load testing study in which a total of
dc.publisherAmerican Society of Civil Engineers
dc.titleIn-Plane Monotonic and Cyclic Racking Load Testing of Structural Insulated Panels
dc.typeJournal Paper
dc.journal.volume18
dc.journal.issue4
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000084
dc.treeJournal of Architectural Engineering:;2012:;Volume ( 018 ):;issue: 004
dc.contenttypeFulltext


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