Time domain dynamic analysis of piles under impact loading

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dc.contributor.authorKüçükarslan S.
dc.date.accessioned2024-07-22T08:25:17Z
dc.date.available2024-07-22T08:25:17Z
dc.date.issued2002
dc.description.abstractIn this paper, time domain dynamic analysis of piles under impact loading is presented. For this purpose a hybrid boundary element technique is implemented. Linear beam column finite elements are used to model the piles and resulting governing equations are solved using an implicit integration scheme. The continuum is assumed to be elastic and an efficient step-by-step time integration scheme is implemented by using an approximate half space integral formulation. By enforcing displacement equilibrium conditions at each time step, a system of equations is generated which yields the solution. Results of this time domain formulation under linear material behavior are compared with Laplace domain results to validate the methods. © 2002 Elsevier Science Ltd. All rights reserved.
dc.identifier.DOI-ID10.1016/S0267-7261(01)00060-4
dc.identifier.issn02677261
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/20357
dc.language.isoEnglish
dc.publisherElsevier BV
dc.subjectContinuum mechanics
dc.subjectElasticity
dc.subjectIntegral equations
dc.subjectLaplace transforms
dc.subjectMathematical models
dc.subjectStructural loads
dc.subjectTime domain analysis
dc.subjectImpact loading
dc.subjectboundary element method
dc.subjectdynamic analysis
dc.subjectimpact
dc.subjectloading
dc.subjectpile response
dc.subjectPiles
dc.titleTime domain dynamic analysis of piles under impact loading
dc.typeArticle

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