Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.11779/2249
Title: Investigation procedure for the diagnosis of historical minarets: Inclined minaret of Sivas Ulu Cami (Mosque)
Authors: İnci, Pınar
Halıcı, Ömer Faruk
Demir, Cem
Cömert M.
Aldırmaz B.
Çoban S.
Kiraz F.
Keywords: Inclined
Masonry
Minaret
Rehabilitation
Seismic
SHM
Publisher: Springer
Source: Demir, 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.
Abstract: The 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).
URI: https://hdl.handle.net/20.500.11779/2249
https://doi.org/10.1007/978-981-99-3362-4_4
2366-2557
ISBN: 978-981993361-7
Appears in Collections:İnşaat Mühendisliği Bölümü koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection

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