Viscoelastic Behaviour of Composite Piles Used in the Construction of Quays

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dc.contributor.authorAcar, Mustafa Hilmi
dc.date.accessioned2020-03-26T16:45:03Z
dc.date.available2020-03-26T16:45:03Z
dc.date.issued2002
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe purpose of this study was to investigate the viscoelastic behaviour of a concrete-filled steel tube pile with circular section used in quay constructions under long-term steady load. Deformations that depend on time are important for designing this type of pile. In order to determine these deformations, an experimental study was done on a real size pile. Variations in deformations were observed over seven months. The observed deformations were compared with the calculated deformations according to the proposed calculation methods. The experimental results and calculated results were in agreement. A creep coefficient was determined for long-term behaviour calculations.en_US
dc.identifier.citationAcar, M. H., (2002). Viscoelastic Behaviour of Composite Piles Used in the Construction of Quays. Turkish Journal of Engineering and Environmental Sciences, 26(5), 419-427.
dc.identifier.endpage427en_US
dc.identifier.issn1300-0160en_US
dc.identifier.issue5en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage419en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/18181
dc.identifier.volume26en_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isotren_US
dc.relation.ispartofTurkish Journal of Engineering and Environmental Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectCreepen_US
dc.subjectNumerical analysisen_US
dc.subjectPileen_US
dc.subjectShrinkageen_US
dc.subjectStrainen_US
dc.subjectStressen_US
dc.titleViscoelastic Behaviour of Composite Piles Used in the Construction of Quaysen_US
dc.typeArticleen_US

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