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Earthquakes and Structures Volume 22, Number 4, April 2022 , pages 331-343 DOI: https://doi.org/10.12989/eas.2022.22.4.331 |
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January 24, 2020 Sivrice Earthquake and the response of the masonry Haci Yusuf Tas (New) mosque |
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Fatih K. Firat, Ali Ural and Mehmet E. Kara
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Abstract | ||
Masonry structures are the most common structural systems that have been used almost all over the world from the earliest ages of history to the present day. These structural systems are often unfavorably affected by natural disasters such as earthquakes. The main reason for this is that they are built without sufficient engineering knowledge. On January 24, 2020, a severe earthquake occurred near the Sivrice District of Elazig in eastern Turkey. According to the Turkish Directorate of Disaster and Emergency Management (AFAD), the magnitude of the earthquake was 6.8 and the focal depth 8 km. This earthquake caused damage and destruction to the masonry structures used extensively in the region. The Haci Yusuf Tas (new) mosque in the Malatya city center, located about 64 km from the epicenter of the earthquake, was among the buildings affected by the earthquake. The mosque has smooth-cut stone walls and domes made of brick units. The main dome of the structure was severely damaged during the earthquake. In this study, information about the earthquake is first provided, and the damage to the mosque is then interpreted via photographs. In addition, two separate finite element models were produced, where the current state of mosque and solution suggestions are presented, and response spectrum analyses were carried out. According to these analyses and field observations, a buttress system to the main walls of the structure should be constructed in the direction which has little lateral rigidity. | ||
Key Words | ||
masonry structures; restoration; Sivrice earthquake; strengthening; strong ground motions | ||
Address | ||
Fatih K. Firat, Ali Ural and Mehmet E. Kara:Aksaray University, Department of Civil Engineering, 68100, Aksaray, Turkey | ||