Dynamic response of caisson type quay wall

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dc.contributor.authorCihan, Hulya Karakus
dc.contributor.authorCihan, Kubilay
dc.date.accessioned2025-01-21T16:37:50Z
dc.date.available2025-01-21T16:37:50Z
dc.date.issued2022
dc.departmentKırıkkale Üniversitesi
dc.description.abstractThe stability of caisson type quay wall considering the displacements were investigated for two different cases: in the first case, cyclic loading with different frequency was applied to the caisson type quay wall and the horizontal displacement (damage) on the structure was measured then by repairing the damage due to cyclic loadings after each experiment, experiments were performed with different cyclic loadings in similar way , ii: in the second case, same cyclic loadings used in first case were applied on structure successively and without repairing the damages on structure and the displacement (damage) on the structure was measured. After completion of the experiments for two different cases, the measured displacements were compared. Based on the experiment results, it was seen that for same cyclic motion, displacements of the second case were less than those in the first case. In addition, using experimental results for the first case, the instantaneous dynamic friction coefficient between concrete and the gravel base was calculated. It was found that ratio between calculated instantaneous dynamic friction coefficient and static friction coefficient oscillates around 1. Displacements, calculated by using double integration of the relative acceleration, were in compatible with the measured displacements during the experiments.
dc.description.sponsorshipTUBITAK [111Y006]
dc.description.sponsorshipThis research was funded by the TUBITAK under the Project Number: 111Y006
dc.identifier.doi10.17341/gazimmfd.680927
dc.identifier.endpage669
dc.identifier.issn1300-1884
dc.identifier.issn1304-4915
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85128704301
dc.identifier.scopusqualityQ2
dc.identifier.startpage655
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.680927
dc.identifier.urihttps://hdl.handle.net/20.500.12587/24548
dc.identifier.volume37
dc.identifier.wosWOS:000827262200008
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isotr
dc.publisherGazi Univ, Fac Engineering Architecture
dc.relation.ispartofJournal of The Faculty of Engineering and Architecture of Gazi University
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241229
dc.subjectCaisson; earthquake; friction coefficient; stability; displacements
dc.titleDynamic response of caisson type quay wall
dc.title.alternativeKeson yanaşma yapilarinin dinamik davranişi
dc.typeArticle

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