Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.11779/1731
Title: Structural assessment of the 13th century great mosque and hospital of Divrigi: A world heritage listed structure
Authors: Halıcı, Ömer Faruk
Demir, Cem
Şanver, Ali Naki
Cömert, Mustafa
Berlucchi, Nicola
Hurata, Ali
İlki, Alper
Keywords: Assessment
Masonry
Mosque
Seismic
Retrofit
World Heritage
Publisher: 12th International Conference on Structural Analysis of Historical Constructions (SAHC 2021)
Source: C. Demir, O. Halici, A. Sanver, M. Comert, F. Kuran, N. Berlucchi, A. Hurata and A. Ilki, (November 30, 2021). Structural Assessment of the 13th Century Great Mosque and Hospital of Divrigi: A World Heritage Listed Structure, in: SAHC. 12th International Conference on Structural Analysis of Historical Constructions. pp. 1-12. https://doi.org/10.23967/sahc.2021.260 ‌
Abstract: . The Great Mosque and Hospital of Divrigi is located in the central eastern part of Turkey, in Divrigi, Sivas. The historical facility consists of a monumental mosque and a two-story hospital, which are adjacent to each other. The structure dates back to 13th century Mengujekids period and has been listed by the UNESCO as a World Heritage since 1985. Great Mosque and Hospital of Divrigi is particularly notable for its monumental stone portals that are decorated with three-dimensional ornaments carved from stone. The structural system of the monument consists of multi-leaf stone masonry walls and stone piers that support the roof structure which consists of stone and brick arches and vaults. The structure is located about 90 km away from the North Anatolian Fault Line, that has been causing several destructive earthquakes. Consequently, the structure is prone to destructive seismic activities. In this study, after a brief introduction on the structural system and current condition of the structure, the structural performance of the Great Mosque and Hospital of Divrigi is investigated through site observations and structural analyses. For this purpose, linear and nonlinear 3D finite element models of the structure are developed and the structure is examined under the effects of vertical loads and seismic actions. In the light of the analyses results, recommendations for potential interventions are outlined for further preservation of the structure.
URI: https://hdl.handle.net/20.500.11779/1731
https://doi.org/10.23967/sahc.2021.260
Appears in Collections:İnşaat Mühendisliği Bölümü koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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