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dc.contributor.authorGüneş, Barış
dc.contributor.authorCoşgun, Turgay
dc.contributor.authorAysal, Namık
dc.contributor.authorSamadi, Kamran
dc.contributor.authorBilir, Turhan
dc.contributor.authorŞimşek, Onur
dc.contributor.authorHatipoğlu, Karsu
dc.contributor.authorSayın, Barış
dc.date.accessioned2024-10-25T08:26:19Z
dc.date.available2024-10-25T08:26:19Z
dc.date.issued2024en_US
dc.identifier.citationGÜNEŞ, Barış, Turgay COŞGUN, Namık AYSAL, Kamran SAMADİ, Turhan BİLİR, Onur ŞİMŞEK, Karsu HATİPOĞLU & Barış SAYIN. "Determining the Structural Performance of the Concrete and Masonry Shafts in a Historic Waterway". Case Studies in Construction Materials, 21 (2024): 1-30.en_US
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S2214509524009379
dc.identifier.urihttps://hdl.handle.net/11352/5106
dc.description.abstractDetermining the seismic performance level of shaft structures is crucial due to their vital role in ensuring a water supply. Since these are underground structures, the loads they encounter and the structural modeling processes differ significantly from those of above-ground structures. Accordingly, the primary aim of this paper is to introduce a new modeling methodology for the seismic performance assessment of shaft structures, considering all relevant parameters. This unique approach also incorporates pertinent sections from various applicable local seismic codes. For this purpose, a total of 15 shaft structures located on the historic Atik Valide Waterway, constructed in 1583, were examined. To create numerical models of the shafts, soil exploration parameters were utilized, and the shaft surface-soil interaction was represented by nonlinear p-y springs. An integral part of the presented methodology involved segmenting the shafts at regular intervals, with each segment defined as a separate story. The analysis results demonstrated that the modeling methodology is accurate and aligns well with the observed conditions of the shafts. Considering the significant risk of extensive damage to sewerage systems in urban areas due to soil liquefaction during seismic events, this study is anticipated to serve as a valuable reference in the literature by introducing a new, accurate methodology for identifying potential seismic risks.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.cscm.2024.e03786en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectConcrete Shaften_US
dc.subjectVertical Shaften_US
dc.subjectSeismic Performanceen_US
dc.subjectWater Supply Systemen_US
dc.subjectHistorical Buildingsen_US
dc.titleDetermining the Structural Performance of the Concrete and Masonry Shafts in a Historic Waterwayen_US
dc.typearticleen_US
dc.relation.journalCase Studies in Construction Materialsen_US
dc.contributor.departmentFSM Vakıf Üniversitesien_US
dc.identifier.volume21en_US
dc.identifier.startpage1en_US
dc.identifier.endpage30en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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