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dc.contributor.author石﨑, 溌雄ja
dc.contributor.author吉川, 祐三ja
dc.contributor.alternativeISHIZAKI, Hatsuoen
dc.contributor.alternativeYOSHIKAWA, Yuzoen
dc.date.accessioned2009-02-10T01:43:13Z-
dc.date.available2009-02-10T01:43:13Z-
dc.date.issued1977-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70128-
dc.description.abstractThe roofs of houses are wholly or locally damaged by high winds, because strong suctionsact on some parts of the roof and occasionally vortices are generated in the region near thewindward edge of the roof. The characteristics of the wind pressures on a gable roof werestudied by the full-scale measurement. Mean wind pressure coefficients for the suction aresmaller than -1.0 in many cases, and the observed maximum value in magnitude is -1.38.The periodic components of the wind pressure fluctuations were sometimes observed Thepeak factors for wind suction are 4 or 5. Model tests were performed in the turbulent andsmooth fow of a wind tunnel, and the results are discussed in comparison with those of thefull-scale measurement.en
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher京都大学防災研究所ja
dc.publisher.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.subject.ndc501.23-
dc.subject.ndc524.85-
dc.title屋根に加わる風圧力についてja
dc.title.alternativeON THE WIND PRESSURES ON A ROOFen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027784-
dc.identifier.jtitle京都大学防災研究所年報. Bja
dc.identifier.volume20-
dc.identifier.issueB-1-
dc.identifier.spage133-
dc.identifier.epage144-
dc.textversionpublisher-
dc.sortkey12-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.pissn0386-412X-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
出現コレクション:No.20 B-1

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