Use and comparison of different types of boundary elements for 2D soil-structure interaction problems

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dc.authorid0000-0002-6456-4222
dc.authorid0000-0001-6185-8121
dc.authorid0000-0001-7320-8409
dc.contributor.authorDeneme, I. O.
dc.contributor.authorYerli, H. R.
dc.contributor.authorSevercan, M. H.
dc.contributor.authorTanrikulu, A. H.
dc.contributor.authorTanrikulu, A. K.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2009
dc.departmentNiğde ÖHÜ
dc.description.abstractIn this study, the usage and the comparison of some discontinuous boundary elements (constant, linear and quadratic) are investigated for 2D soil-structure interaction (SSI) problems. Based on the formulations presented in this study, some general purpose computer programs coded in FORTRAN77 are developed for each type of discontinuous boundary elements for elastic or visco-elastic 2D SSI problems. The programs perform the analysis in Fourier transform space. The results of 2D dynamic SSI problems are compared with those in the literature. Examples studied here indicate that present formulations have sufficient computational accuracy for analyzing 2D SSI problems. As a result of this study, the use of constant element is more sufficient than the other type of elements. (C) 2009 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.advengsoft.2009.01.006
dc.identifier.endpage855
dc.identifier.issn0965-9978
dc.identifier.issue9
dc.identifier.scopus2-s2.0-67349157004
dc.identifier.scopusqualityQ1
dc.identifier.startpage847
dc.identifier.urihttps://dx.doi.org/10.1016/j.advengsoft.2009.01.006
dc.identifier.urihttps://hdl.handle.net/11480/5018
dc.identifier.volume40
dc.identifier.wosWOS:000266787100012
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherELSEVIER SCI LTD
dc.relation.ispartofADVANCES IN ENGINEERING SOFTWARE
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBoundary element method
dc.subjectElastodynamics
dc.subjectFourier transform space
dc.subjectDynamic soil-structure interaction
dc.subjectDiscontinuous boundary element
dc.titleUse and comparison of different types of boundary elements for 2D soil-structure interaction problems
dc.typeArticle

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