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contributor authorGregory A. Kopp
contributor authorEri Gavanski
date accessioned2017-05-08T21:59:38Z
date available2017-05-08T21:59:38Z
date copyrightApril 2012
date issued2012
identifier other%28asce%29st%2E1943-541x%2E0000519.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68387
description abstractDuring strong windstorms, sheathing and siding on residential, wood-framed, wall systems have commonly failed. In the current study, a clear difference is observed in the rate of failure occurrence for wall sheathing above or below the eaves. This observation can be explained from tests examining ultimate capacities and pressure equalization of both single- and multilayer residential, wood-framed, wall systems using realistic fluctuating loads. The results indicate that pressure equalization is a critical parameter in the performance of both the cladding and exterior sheathing. With interior sheathing included, significant pressure equalization was observed to occur across the exterior sheathing, because pressure equalization is observed to increase with load (and damage) levels. This substantially increases the ultimate capacity of these wall systems; however, the construction details of the various exterior layers play an important role in the levels of pressure equalization across each layer.
publisherAmerican Society of Civil Engineers
titleEffects of Pressure Equalization on the Performance of Residential Wall Systems under Extreme Wind Loads
typeJournal Paper
journal volume138
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000476
treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 004
contenttypeFulltext


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