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dc.contributor.authorCraig R.
dc.contributor.authorDixon
dc.contributor.authorForrest J.
dc.contributor.authorMasters
dc.contributor.authorDavid O.
dc.contributor.authorPrevatt
dc.contributor.authorKurtis R.
dc.contributor.authorGurley
dc.date.accessioned2017-05-08T22:15:33Z
dc.date.available2017-05-08T22:15:33Z
dc.date.copyrightDecember 2014
dc.date.issued2014
dc.identifier.other40013653.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/75381
dc.description.abstractDamage assessment surveys performed following the 2004 and 2008 hurricane seasons indicate that the vulnerability of shingle roofs to wind-induced damage increases with age. This paper presents two interrelated experiments on the wind uplift resistance of asphalt shingle seals. The objective is to identify whether and to what extent aging reduces the wind uplift capacity. In the first experiment, asphalt shingles were artificially aged, and the mechanical uplift resistance was measured at discrete intervals. In the second experiment, mechanical uplift tests were performed in situ on
dc.publisherAmerican Society of Civil Engineers
dc.titleWind Uplift Resistance of Artificially and Naturally Aged Asphalt Shingles
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue4
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000158
dc.treeJournal of Architectural Engineering:;2014:;Volume ( 020 ):;issue: 004
dc.contenttypeFulltext


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