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A 3D nonlinear numerical analysis of buried steel pipes at strike-slip fault crossings

dc.contributor.authorKaya, Ercan Şerif
dc.contributor.authorUçkan, Eren
dc.contributor.authorÇakır, Ferit
dc.contributor.authorAkbaş, Bülent
dc.date.accessioned2021-02-19T21:16:44Z
dc.date.available2021-02-19T21:16:44Z
dc.date.issued2016
dc.identifier.issn0350-2465
dc.identifier.issn1333-9095
dc.identifier.urihttps://doi.org/10.14256/JCE.1317.2015
dc.identifier.urihttps://hdl.handle.net/20.500.12868/536
dc.descriptionWOS: 000390748000004en_US
dc.description.abstractA 3D nonlinear soil-pipe interaction model is presented in this study to calculate the response of steel pipes subjected to strike-slip fault displacements. The general-purpose finite element analysis program ABAQUS is used to determine the seismic response of high strength steel pipes, as well as for various surrounding soil conditions and diameter to thickness, D/t, ratios. Relatively low strength pipes X65, and high strength pipes X70 and X80, which correspond to European pipes L450, L485 and L555, respectively, have been studied for various pipe diameters and thicknesses.en_US
dc.language.isohrven_US
dc.publisherCroatian Soc Civil Engineers-Hsgien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectburied steel pipesen_US
dc.subjectfault crossingsen_US
dc.subjectpipelinesen_US
dc.subjectlarge-diameter pipesen_US
dc.subjecttransmitting systemsen_US
dc.titleA 3D nonlinear numerical analysis of buried steel pipes at strike-slip fault crossingsen_US
dc.typearticleen_US
dc.contributor.departmentALKÜen_US
dc.contributor.institutionauthor0-belirlenecek
dc.identifier.doi10.14256/JCE.1317.2015
dc.identifier.volume68en_US
dc.identifier.issue10en_US
dc.identifier.startpage815en_US
dc.identifier.endpage823en_US
dc.relation.journalGradevinaren_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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