DC Field | Value | Language |
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dc.contributor.author | Yun, Chung Bang | ko |
dc.date.accessioned | 2009-06-04T02:19:21Z | - |
dc.date.available | 2009-06-04T02:19:21Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2000-01 | - |
dc.identifier.citation | INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, v.47, no.7, pp.1241 - 1261 | - |
dc.identifier.issn | 0029-5981 | - |
dc.identifier.uri | http://hdl.handle.net/10203/9240 | - |
dc.description.abstract | A direct method for soil-structure interaction analysis in two-dimensional medium is presented in time domain, which is based on the transformation of the analytical frequency-dependent dynamic stiffness matrix. The present dynamic stiffness matrix for the far-field region is constructed by assembling stiffness matrices of the analytical frequency-dependent dynamic infinite elements, so that the equation of motion can be analytically transformed into the time-domain equation. An efficient procedure is devised to evaluate the dynamic responses in time domain. Verification of the present formulation is carried out by comparing the compliances for a strip foundation on a homogeneous and layered half-spaces with those obtained by other methods. Numerical analyses are also carried out for the transient responses of an elastic block and tunnel in a homogeneous and a layered half-space. The comparisons with those by other approaches indicate that the proposed time-domain method for soil-structure interaction analysis gives good solutions. Copyright (C) 2000 John Wiley & Sons, Ltd. | - |
dc.language | English | - |
dc.language.iso | en_US | en |
dc.publisher | Wiley-Blackwell | - |
dc.subject | BEM | - |
dc.title | Time Domain Soil-Structure Interaction Analysis in Two Dimensional Medium Based on Analytical Frequency-Dependent Infinite Elements | - |
dc.type | Article | - |
dc.identifier.wosid | 000085454200001 | - |
dc.identifier.scopusid | 2-s2.0-0034629183 | - |
dc.type.rims | ART | - |
dc.citation.volume | 47 | - |
dc.citation.issue | 7 | - |
dc.citation.beginningpage | 1241 | - |
dc.citation.endingpage | 1261 | - |
dc.citation.publicationname | INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | Yun, Chung Bang | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | soil-structure interaction | - |
dc.subject.keywordAuthor | analytical frequency-dependent infinite element | - |
dc.subject.keywordAuthor | finite element | - |
dc.subject.keywordAuthor | time-domain analysis | - |
dc.subject.keywordAuthor | frequency-domain analysis | - |
dc.subject.keywordPlus | BEM | - |
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