Behavior of axially loaded pile group under lateral cyclic loading

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dc.contributor.authorKüçükarslan S.
dc.contributor.authorBanerjee P.K.
dc.date.accessioned2024-07-22T08:24:58Z
dc.date.available2024-07-22T08:24:58Z
dc.date.issued2003
dc.description.abstractIn this paper, a hybrid boundary element technique is implemented to analyze behavior of axially loaded pile group under lateral cycling loading. Nonlinear material behavior of soil is introduced by a rational approximation to continuum with nonlinear interface springs along the piles. Linear beam column finite elements are used to model the piles. By enforcing displacement and equilibrium conditions at each increment, a system of equations is generated which yields the solution. A numerical study to verify the proposed model is performed. To investigate the cyclic behavior three groups are loaded (1×2, 2×3, and 3×3 groups) initially half of the ultimate axial load, then a lateral loading is applied for cyclic behavior of piles, is done to investigate the behavior of pile groups. © 2002 Elsevier Science Ltd. All rights reserved.
dc.identifier.DOI-ID10.1016/S0141-0296(02)00152-9
dc.identifier.issn01410296
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/20198
dc.language.isoEnglish
dc.publisherElsevier BV
dc.subjectApproximation theory
dc.subjectBoundary element method
dc.subjectCyclic loads
dc.subjectSoils
dc.subjectNonlinear materials
dc.subjectboundary element method
dc.subjectcyclic loading
dc.subjectdynamic response
dc.subjectearthquake engineering
dc.subjectpile group
dc.subjectpile response
dc.subjectPiles
dc.titleBehavior of axially loaded pile group under lateral cyclic loading
dc.typeArticle

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