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dc.contributor.author石崎, 潑雄ja
dc.contributor.author光田, 寧ja
dc.contributor.author桂, 順治ja
dc.contributor.author室田, 達郎ja
dc.contributor.alternativeISHIZAKI, Hatsuoen
dc.contributor.alternativeMITSUTA, Yasushien
dc.contributor.alternativeKATSURA, Junjien
dc.contributor.alternativeMUROTA, Tatsuoen
dc.date.accessioned2009-01-30T04:34:41Z-
dc.date.available2009-01-30T04:34:41Z-
dc.date.issued1969-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69439-
dc.description.abstractThis paper is the study of the influence of the blast fence with expanded metal of 4 m inheight on the air-craft jet wake. The field tests were made at the Tokyo International Airportin 1965 for the jet wakes of DC-8 and Boeing 727. The distance between engine nozzles and theblast fence is 29 m and 15 m for the case o~'DC-8 and Boeing 727, respectively. Distributions ofwind speeds and maximum temperature around the fence were observed and strains of structuralmembers of the blast fence were measured, From these experiments it was found that the windshelter effect of the blast fence was large enough for ordinary ground works and the fence itselfwas strong enough to be able to bear the full throttle jet wakes.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.ndc451.4-
dc.titleBlast Fence に関する研究(2)ja
dc.title.alternativeON THE BLAST FENCE WITH EXPANDED METAL (2)en
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027809-
dc.identifier.jtitle京都大学防災研究所年報. Aja
dc.identifier.volume12-
dc.identifier.issueA-
dc.identifier.spage261-
dc.identifier.epage272-
dc.textversionpublisher-
dc.sortkey22-
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. Aen
出現コレクション:No.12 A

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