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Wind-tunnel study of Westile ballast paver

dc.contributor.authorBienkiewicz, Bogusz, author
dc.contributor.authorMeroney, Robert N, author
dc.contributor.authorFluid Mechanics and Wind Engineering Program, Fluid Dynamics and Diffusion Laboratory, Department of Civil Engineering, Colorado State University, publisher
dc.date.accessioned2015-11-10T15:56:53Z
dc.date.available2015-11-10T15:56:53Z
dc.date.issued1985-11
dc.descriptionFor Westile, Inc.
dc.descriptionCSU Project 2-96460.
dc.descriptionCER85-86BB-RNM13 (corrected).
dc.descriptionNovember 1985.
dc.descriptionIncludes bibliographical references (page 27).
dc.description.abstractThis report is concerned with the wind-tunnel study and design considerations of Westile ballast pavers. Wind-tunnel tests employing model pavers were conducted to determine the effects of various parameters on the paver failure wind speed. Considered were different paver configurations, wind exposures and heights of a roof parapet. The study showed that the paver configuration, the wind exposure and the parapet height affect the failure wind speed (speed at which pavers are dislodged) and the failure mode. The experimental data was used in design considerations to establish maximum building heights recommended for the Westile pavers.
dc.format.mediumreports
dc.identifier.urihttp://hdl.handle.net/10217/169945
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012088019703361
dc.relationTA7.C6 CER 85/86-13
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 85/86-13
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subjectWind tunnel models
dc.subjectRoofing
dc.titleWind-tunnel study of Westile ballast paver
dc.typeText
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