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dc.contributor.author土岐, 憲三ja
dc.contributor.author三浦, 房紀ja
dc.contributor.alternativeTOKI, Kenzoen
dc.contributor.alternativeMIURA, Fusanorien
dc.date.accessioned2009-02-10T01:45:48Z-
dc.date.available2009-02-10T01:45:48Z-
dc.date.issued1977-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70170-
dc.description.abstractThe paper deals with the seismic response analysis of near surface ground and structuralfoundation which are subjected to surface waves such as Love and Rayleigh waves. Thefinite element method is applied to the problem, in which the semi-infinite element is firstintroduced to take into account the exact mode shape in the deep base layer.The frequency response function of the foundation structure and that of near surfaceground are computed for the incidence of the fundamental mode of Love and Rayleighwave. The result of numerical computation shows that the foundation structures submergedin the surface ground has a shielding effect of surface waves of higher frequency componentfor the response of near surface ground behind the structure.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.ndc501.24-
dc.subject.ndc511.27-
dc.title弾性表面波による構造物基礎周辺地盤の振動解析ja
dc.title.alternativeSEISMIC RESPONSE OF NEAR SURFACE GROUND AND FOUNDATION STRUCTURE SUBJECTED TO SURFACE WAVESen
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-2-
dc.identifier.spage33-
dc.identifier.epage59-
dc.textversionpublisher-
dc.sortkey03-
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-2

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