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dc.contributor.author小堀, 鐸二ja
dc.contributor.author南井, 良一郎ja
dc.contributor.author井上, 豊ja
dc.contributor.alternativeKOBORI, Takujien
dc.contributor.alternativeMINAI, Ryoichiroen
dc.contributor.alternativeINOUE, Yutakaen
dc.date.accessioned2009-01-29T05:03:52Z-
dc.date.available2009-01-29T05:03:52Z-
dc.date.issued1964-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69177-
dc.description.abstractIn considering the earthquake response of buildings and other above-ground structures, itis very important to know the ground compliance for the foundation configuration. Recentlythe study on the dynamical compliance of the rectangular foundations was presented by Prof.W. T. Thomson and T. Kobori, and also has been extended by authors and Mr. T. Suzuki.In this paper, the simulation method of this problem to analog computer is, in general, deve-loped for arbitrary excitations. Based on the conditions both of physical realizability andmathematical stability, the transfer function of ground compliance is approximately expressedby the rational function and replaced with the equivalent electronic analog circuit. Finally thegood approximation of this simulation method is shown as an example.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.ndc524.91-
dc.title矩形基礎の Ground Compliance とその Simulation についてja
dc.title.alternativeGROUND COMPLIANCE OF RECTANGULAR FOUNDATION AND ITS SIMULATIONen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN10334870-
dc.identifier.jtitle京都大学防災研究所年報ja
dc.identifier.volume7-
dc.identifier.spage164-
dc.identifier.epage178-
dc.textversionpublisher-
dc.sortkey14-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annualsen
出現コレクション:No.7

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