Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.11779/2249
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dc.contributor.authorİnci, Pınar-
dc.contributor.authorHalıcı, Ömer Faruk-
dc.contributor.authorDemir, Cem-
dc.contributor.authorCömert M.-
dc.contributor.authorAldırmaz B.-
dc.contributor.authorÇoban S.-
dc.contributor.authorKiraz F.-
dc.date.accessioned2024-02-15T05:47:43Z
dc.date.available2024-02-15T05:47:43Z
dc.date.issued2024-
dc.identifier.citationDemir, C., Halici, O.F., Inci, P. (2024). Investigation procedure for the diagnosis of historical minarets: Inclined minaret of Sivas Ulu Cami (Mosque). 6th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures. Springer. 259. pp. 59-70.en_US
dc.identifier.isbn978-981993361-7-
dc.identifier.urihttps://hdl.handle.net/20.500.11779/2249-
dc.identifier.urihttps://doi.org/10.1007/978-981-99-3362-4_4-
dc.identifier.uri2366-2557-
dc.description.abstractThe inclined minaret of Sivas Ulu Cami (Mosque) from the 13th century Danishmend Period is one of the most invaluable architectural heritages in Turkey. The extent of inclination of the minaret towards the North-West direction, the seismicity of the region, and structural damages that occurred in time have emphasized the need for comprehensive structural and geotechnical investigations. Accordingly, a rehabilitation project is currently going on under the coordination of the General Directorate of Foundations of Turkey. Within the scope of the project, first, a series of field surveys have been conducted to obtain the current features of the minaret including the characteristics of the structural system, damages, deviation from the vertical axis, ground conditions and foundation details. In addition to that, a monitoring system including inclinometers, linear potentiometers and accelerometers has been mounted for tracking the evolution of deformations and damages in time under environmental influences and extracting the dynamic properties of the minaret. Findings from the field survey and monitoring system were used for constructing an analytical model of the structural system of the minaret. Then nonlinear time history analyses were conducted under various strong ground motion records to estimate the seismic performance of the minaret when subjected to earthquakes of different characteristics. The results showed that the tensile stresses that occurred due to seismic actions exceeded the tensile strength of the brick masonry at the region of the transition segment and the cylindrical body (top level of the boot).en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectInclineden_US
dc.subjectMasonryen_US
dc.subjectMinareten_US
dc.subjectRehabilitationen_US
dc.subjectSeismicen_US
dc.subjectSHMen_US
dc.titleInvestigation procedure for the diagnosis of historical minarets: Inclined minaret of Sivas Ulu Cami (Mosque)en_US
dc.typeConference Objecten_US
dc.identifier.doi10.1007/978-981-99-3362-4_4-
dc.identifier.scopus2-s2.0-85184113834en_US
dc.authoridÖmer Faruk Halıcı / 0000-0001-8890-8782-
dc.description.PublishedMonthOcaken_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Başka Kurum Yazarıen_US
dc.identifier.endpage70en_US
dc.identifier.startpage59en_US
dc.identifier.issue259en_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.relation.journal6th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structuresen_US
dc.institutionauthorHalıcı, Ömer Faruk-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextnone-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairetypeConference Object-
crisitem.author.dept02.04. Department of Civil Engineering-
Appears in Collections:İnşaat Mühendisliği Bölümü koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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