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

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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.departmentALKÜ
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.
dc.identifier.doi10.14256/JCE.1317.2015
dc.identifier.endpage823en_US
dc.identifier.issn0350-2465
dc.identifier.issn1333-9095
dc.identifier.issue10en_US
dc.identifier.startpage815en_US
dc.identifier.urihttps://doi.org/10.14256/JCE.1317.2015
dc.identifier.urihttps://hdl.handle.net/20.500.12868/536
dc.identifier.volume68en_US
dc.identifier.wosWOS:000390748000004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.institutionauthor0-belirlenecek
dc.language.isohr
dc.publisherCroatian Soc Civil Engineers-Hsgi
dc.relation.ispartofGradevinar
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectburied steel pipes
dc.subjectfault crossings
dc.subjectpipelines
dc.subjectlarge-diameter pipes
dc.subjecttransmitting systems
dc.titleA 3D nonlinear numerical analysis of buried steel pipes at strike-slip fault crossings
dc.typeArticle

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