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January 24, 2020 Sivrice Earthquake and the response of the masonry Haci Yusuf Tas (New) mosque

  • Firat, Fatih K. (Aksaray University, Department of Civil Engineering) ;
  • Ural, Ali (Aksaray University, Department of Civil Engineering) ;
  • Kara, Mehmet E. (Aksaray University, Department of Civil Engineering)
  • Received : 2020.12.16
  • Accepted : 2022.03.20
  • Published : 2022.04.25

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 Elazığ 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 Hacı Yusuf Taş (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.

Keywords

References

  1. Abeling, S. and Ingham, J.M. (2020), "Volume loss fatality model for as-built and retrofitted clay brick unreinforced masonry buildings damaged in the 2010/11 Canterbury earthquakes", Structures, 24, 940-954. https://doi.org/10.1016/j.istruc.2020.02.014.
  2. AFAD (2020), January 24, 2020 Sivrice (Elazig) Earthquake Report, Turkish Disaster and Emergency Management Presidency.
  3. Ahmed, A. and Shahzada, K. (2020), "Seismic vulnerability assessment of confined masonry structures by macro-modeling approach", Structures, 27, 639-649. https://doi.org/10.1016/j.istruc.2020.06.007.
  4. Akgul, M. and Dogan, O. (2020), "Evaluation of the Effect of the Elazig-Sivrice Earthquake Dated 4 April 2019 on Masonry Structures", Int. J. Eng. Res. Develop., 12(1), 265-277. https://doi.org/10.29137/umagd.621701.
  5. Alyamac, K.E., Sayin, E., Yon, B., Cetisli, F., Karatas, M., Erdogan, A.S., ulker, M. and Calayir, Y. (2011), "Observations on damages at buildings in the rural area due to the Basyurt-Karakocan (Elazig) earthquake", Turkish J. Sci. Technol., 6(2), 117-128.
  6. Bal, I.E., Dais, D., Smyrou, E. and Sarhosis, V. (2021), "Monitoring of a Historical Masonry Structure in Case of Induced Seismicity", Int. J. Architect. Heritage, 15(1), 187-204. https://doi.org/10.1080/15583058.2020.1719230.
  7. Calayir, Y., Sayin, E. and Yon, B. (2012), "Performance of structures in the rural area during the March 8, 2010 Elazig-Kovancilar earthquake", Nat. Hazards, 61, 703-717. https://doi.org/10.1007/s11069-011-0056-6.
  8. Celep, Z., Erken, A., Taskin, B. and Ilki, A. (2011), "Failures of masonry and concrete buildings during the March 8, 2010 Kovancilar and Palu (Elazig) Earthquakes in Turkey", Eng. Fail. Anal., 18, 868-889. https://doi.org/10.1016/j.engfailanal.2010.11.001.
  9. Cetinkaya, N. (2011), "2010 Karakocan-Elazig earthquake and masonry structures", Nat. Hazards Earth Syst. Sci., 11, 11-16. https://doi.org/10.5194/nhess-11-11-2011.
  10. Dais, D., Sarhosis, V., Smyrou, E. and Bal, I.E. (2021), "Seismic intervention options for multi-tiered Nepalese Pagodas: The case study of Jaisedewal temple", Eng. Fail. Anal., 123, 105262. https://doi.org/10.1016/j.engfailanal.2021.105262.
  11. Dogangun, A., Ural, A., Sezen, H., Guney, Y. and Firat F.K. (2013), "The 2011 Earthquake in Simav, Turkey and Seismic Damage to Reinforced Concrete Buildings", Buldings, 3, 173-190. https://doi.org/10.3390/buildings3010173.
  12. ERC (2020), January 24, 2020 Elazig-Sivrice Earthquake Evaluation Report, Ataturk University, Earthquake Research Center, Erzurum 2020.
  13. Hadzima Nyarko, M., Ademovic, N., Pavic, G. and Sipos, T.K. (2018), "Strengthening techniques for masonry structures of cultural heritage according to recent Croatian provisions", Earthq. Struct., 15(5), 473-485. https://doi.org/10.12989/eas.2018.15.5.473.
  14. Lemos, J. (2019), "Discrete element modeling of the seismic behavior of masonry construction", Buildings, 9(2), 43. https://doi.org/10.3390/buildings9020043.
  15. Li, P., Li, T., Lu, Z. and Li, J. (2018), "Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow", Shock Vib., 2018, 4527571, https://doi.org/10.1155/2018/4527571.
  16. Liu, C., Fang, D. and Zhao, L. (2021), "Reflection on earthquake damage of buildings in 2015 Nepal earthquake and seismic measures for post-earthquake reconstruction", Structures, 30, 647-658. https://doi.org/10.1016/j.istruc.2020.12.089.
  17. LUSAS (2020), London University Structural Analysis Software, UK.
  18. Pulatsu, B., Bretas, E.M. and Lourenco, P.B. (2016), "Discrete element modeling of masonry structures: Validation and application", Earthq. Struct., 11(4), 563-582. https://doi.org/10.12989/eas.2016.11.4.563.
  19. Sayin, E., Yon, B., Calayir, Y. and Karaton, M. (2013), "Failures of masonry and adobe buildings during the June 23, 2011 Maden-(Elazig) earthquake in Turkey", Eng. Fail. Anal., 34, 779-791. https://doi.org/10.1016/j.engfailanal.2012.10.016.
  20. Shabdin, M., Attari, N.K.A. and Zargaran, M. (2020), "Shaking table study on the seismic performance of an Iranian traditional Un-Reinforced Masonry (URM) building", Structures, 27, 424-439. https://doi.org/10.1016/j.istruc.2020.06.002.
  21. Sunkar, M. and Aksoy, H.S. (2015), "Adobe buildings damaged during Kovancilar (Elazig) Earthquake on March 8, 2010 and their Earthquake resistance", KSCE J. Civil Eng., 19(4), 943-951. https://doi.org/10.1007/s12205-012-0400-8.
  22. TEC (2019), Turkish Earthquake Code: Specifications for Building Design Under Earthquake Effects.
  23. TS EN 1996-1-1 (2005), Design of Masonry Structures-Part 1-1: General Rules for Buildings-Rules for Reinforced and Unreinforced Masonry. Ankara (Turkey): Turkish Standard.
  24. Ural, A. (2013), "19th May 2011 Simav (Kutahya) Earthquake and Response of Masonry Halil Aga Mosque", Earthq. Struct., 4(6), 671-683. http://dx.doi.org/10.12989/eas.2013.4.6.671.
  25. USGS (2020), https://earthquake.usgs.gov/earthquakes/eventpage/us60007ewc/
  26. Yon, B., Onat, O., Oncu, M.E. and Karasin, A. (2020), "Failures of masonry dwelling triggered by East Anatolian Fault earthquakes", Soil Dyn. Earthq. Eng., 133, 106126. https://doi.org/10.1016/j.soildyn.2020.106126.