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dc.contributor.author若林, 實ja
dc.contributor.author南, 宏一ja
dc.contributor.author藤原, 悌三ja
dc.contributor.author中村, 武ja
dc.contributor.author社家, 寛子ja
dc.contributor.alternativeWAKABAYASHI, Minoruen
dc.contributor.alternativeMINAMI, Koichien
dc.contributor.alternativeFUJIWARA, Teizoen
dc.contributor.alternativeNAKAMURA, Takeshien
dc.contributor.alternativeSHAKE, Hirokoen
dc.date.accessioned2009-03-02T07:53:24Z-
dc.date.available2009-03-02T07:53:24Z-
dc.date.issued1985-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70731-
dc.description.abstractProposed in this paper is a trial to provide an evaluation of strength and deformation be-havior of columns with wing walls under combined state of compression, bending and shearby applying the extended additive strength theory, which is simple and plain theory to analyticalapproach.The analysis make use of the extended additive strength theory based on beam and archmechanism concept.Theoretical solutions are compared with past test results which were applicable to the pro-posed solutions in this paper.In view of this comparison, the correlation between these past test results and this theo-retical solutions was satisfactory.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.ndc501.35-
dc.title袖壁付き柱の終局耐力の評価法に関する基礎的研究ja
dc.title.alternativeA FUNDAMENTAL STUDY FOR EVALUATION OF THE ULTIMATE STRENGTH OF COLUMNS WITH WING WALLSen
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.volume28-
dc.identifier.issueB-1-
dc.identifier.spage237-
dc.identifier.epage251-
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. Ben
出現コレクション:No.28 B-1

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