Analysis of Displacement Response of the Ermenek Dam Monitored by an Integrated Geodetic and Pendulum System

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dc.contributor.authorAlcay, Salih
dc.contributor.authorYigit, Cemal Ozer
dc.contributor.authorInal, Cevat
dc.contributor.authorCeylan, Ayhan
dc.date.accessioned2024-02-23T14:00:12Z
dc.date.available2024-02-23T14:00:12Z
dc.date.issued2018
dc.departmentNEÜen_US
dc.description.abstractThis paper studies the structural behavior of the Ermenek arch dam, the second highest dam in Turkey. The investigated period covers the stage of the last-quarter part of first filling (1 and 1/2 year) and the begging of its operational lifetime (1year). Displacement responses of the dam to temperature load and water load are assessed in detail based on both geodetic and pendulum monitoring records. In addition, the present study explores the possibility and advantage of integrating pendulum-measured signals with geodetic-measured signals for the dam deformation monitoring. The analysis results reveal that pendulum-derived displacements at four gallery levels, along the vertical cross section of the dam, which exhibit periodicity and linear trend with different slope due to seasonal temperature oscillation and linearly increased reservoir level, respectively. Comparative evaluation of the results shows that there is very good agreement between geodetic-derived displacement in radial direction at the middle of the crest and corresponding pendulum-derived displacement.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK) 2211 programen_US
dc.description.sponsorshipThe Turkish General Directorate of State Hydrologic Works (DSI), DSI the 4th Regional Directorate Konya, and staff working on the Ermenek Dam are thanked for providing unpublished data. We would like to thank to The Scientific and Technological Research Council of Turkey (TUBITAK) 2211 program for its support.en_US
dc.identifier.doi10.1007/s40999-017-0211-x
dc.identifier.endpage1291en_US
dc.identifier.issn1735-0522
dc.identifier.issn2383-3874
dc.identifier.issue10Ben_US
dc.identifier.scopus2-s2.0-85053828198en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1279en_US
dc.identifier.urihttps://doi.org/10.1007/s40999-017-0211-x
dc.identifier.urihttps://hdl.handle.net/20.500.12452/11501
dc.identifier.volume16en_US
dc.identifier.wosWOS:000445635700002en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer International Publishing Agen_US
dc.relation.ispartofInternational Journal Of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConcrete Arch Damen_US
dc.subjectMicro-Geodetic Traditional Networken_US
dc.subjectDirect And Inverted Pendulumsen_US
dc.subjectIntegrated Structural Health Monitoringen_US
dc.titleAnalysis of Displacement Response of the Ermenek Dam Monitored by an Integrated Geodetic and Pendulum Systemen_US
dc.typeArticleen_US

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