Show simple item record

dc.contributor.authorBaskaran A.;Molleti S.;Martins N.;Martín-Pérez B.
dc.date.accessioned2019-02-26T07:31:49Z
dc.date.available2019-02-26T07:31:49Z
dc.date.issued2018
dc.identifier.other%28ASCE%29AE.1943-5568.0000308.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247632
dc.description.abstractEdge metal covers the majority of commercial roofs to maintain waterproofing. It acts as the first line of defense against wind effects on commercial roofs. First, this article summarizes the in situ measurement site (the Canada Post building located in Vancouver, Canada) and compares the measured pressures with the existing wind standards. This study aimed to develop appropriate wind design pressure coefficients for roof edges, for incorporation in the National Building Code of Canada (NBCC). During this process, the following observations were made: (a) Comparison of the in situ measured pressures with existing wind standards suggested that design specifications on wind loads acting on roof edge metal systems in current building codes and standards are not adequate; (b) a systematic procedure to calculate code-comparable pressure coefficients from the in situ measured data is a challenging process; (c) correlation exists between edge metal design coefficients with those of the roof, to simplify the components and cladding design process.
dc.publisherAmerican Society of Civil Engineers
dc.titleDevelopment of Wind Load Criteria for Commercial Roof Edge Metals
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue3
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000308
dc.page4018011
dc.treeJournal of Architectural Engineering:;2018:;Volume ( 024 ):;issue: 003
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record