Three-dimensional frequency-dependent infinite elements for soil-structure interaction

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dc.contributor.authorSeo, CGko
dc.contributor.authorYun, Chung Bangko
dc.contributor.authorKim, JMko
dc.date.accessioned2008-09-05T01:18:40Z-
dc.date.available2008-09-05T01:18:40Z-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.issued2007-11-
dc.identifier.citationENGINEERING STRUCTURES, v.29, no.11, pp.3106 - 3120-
dc.identifier.issn0141-0296-
dc.identifier.urihttp://hdl.handle.net/10203/7324-
dc.description.abstractThis paper presents three-dimensional elasto-dynamic infinite elements for the three-dimensional soil-structure-interaction problem in a multi-layered half-space. Five kinds of infinite elements are developed in Cartesian coordinates using approximate expressions of multiple wave components for the wave functions in the exterior far-field soil region. They are horizontal, horizontal-corner, vertical, vertical-corner and vertical-horizontal-corner elements. Modified wave numbers are introduced to make the wave lengths in the original radial coordinates fit into the Cartesian coordinates. The elements can be used for the multi-wave propagating problem. Numerical example analyses are presented for a rigid disk, rectangular footings, and an embedded caisson on homogeneous and layered half-spaces. The numerical results obtained show the effectiveness of the proposed three-dimensional infinite elements. (c) 2007 Published by Elsevier Ltd.-
dc.description.sponsorshipThe authors would like to thank the Smart Infra-Structure Technology Centre (SISTeC) at KAIST. Their financial supports are greatly acknowledged.en
dc.languageEnglish-
dc.language.isoen_USen
dc.publisherELSEVIER SCI LTD-
dc.subjectRIGID FOUNDATIONS-
dc.subjectDYNAMIC-RESPONSE-
dc.subjectLAYERED MEDIA-
dc.subjectDOMAIN-
dc.subjectVIBRATION-
dc.titleThree-dimensional frequency-dependent infinite elements for soil-structure interaction-
dc.typeArticle-
dc.identifier.wosid000251485500026-
dc.identifier.scopusid2-s2.0-35448939123-
dc.type.rimsART-
dc.citation.volume29-
dc.citation.issue11-
dc.citation.beginningpage3106-
dc.citation.endingpage3120-
dc.citation.publicationnameENGINEERING STRUCTURES-
dc.identifier.doi10.1016/j.engstruct.2007.02.006-
dc.embargo.liftdate9999-12-31-
dc.embargo.terms9999-12-31-
dc.contributor.localauthorYun, Chung Bang-
dc.contributor.nonIdAuthorSeo, CG-
dc.contributor.nonIdAuthorKim, JM-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorinfinite element-
dc.subject.keywordAuthorsoil-structure interaction-
dc.subject.keywordAuthorfrequency domain analysis-
dc.subject.keywordAuthorlayered halfspace-
dc.subject.keywordPlusRIGID FOUNDATIONS-
dc.subject.keywordPlusDYNAMIC-RESPONSE-
dc.subject.keywordPlusLAYERED MEDIA-
dc.subject.keywordPlusDOMAIN-
dc.subject.keywordPlusVIBRATION-
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