Inelastic analysis of pile soil structure interaction

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dc.contributor.authorKüçükarslan S.
dc.contributor.authorBanerjee P.K.
dc.contributor.authorBildik N.
dc.date.accessioned2024-07-22T08:24:57Z
dc.date.available2024-07-22T08:24:57Z
dc.date.issued2003
dc.description.abstractIn this paper, inelastic pile soil structure interaction is analyzed by using a hybrid type of numerical method. Piles and structural elements are modeled as linear finite elements and soil half space is modeled by using boundary elements. Inelastic modeling of soil media is presented by introducing a rational approximation to continuum with nonlinear interface springs along the piles. For this purpose, modified Özdemir's nonlinear model is implemented and systems of equations are coupled for piles and pile groups at interacting nodes. To verify the proposed algorithm, four experimental results from previously conducted tests under static loads are compared with those obtained from present analysis. © 2003 Elsevier Science Ltd. All rights reserved.
dc.identifier.DOI-ID10.1016/S0141-0296(03)00083-X
dc.identifier.issn01410296
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/20190
dc.language.isoEnglish
dc.publisherElsevier BV
dc.subjectApproximation theory
dc.subjectBoundary element method
dc.subjectElastic moduli
dc.subjectFinite element method
dc.subjectMathematical models
dc.subjectNonlinear equations
dc.subjectPiles
dc.subjectSprings (components)
dc.subjectStructural loads
dc.subjectRational approximation
dc.subjectloading
dc.subjectnumerical model
dc.subjectpile response
dc.subjectsoil-structure interaction
dc.subjectSoil structure interactions
dc.titleInelastic analysis of pile soil structure interaction
dc.typeArticle

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