Field Observations and Numerical Investigations on Seismic Damage Assessment of RC and Masonry Minarets During the February 6th, 2023, Kahramanmaraş (Mw 7.7 Pazarcık and Mw 7.6 Elbistan) Earthquakes in Türkiye
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info:eu-repo/semantics/openAccessTarih
2024Yazar
Atmaca, BarbarosErtürk Atmaca, Esin
Roudane, Boudjamaa
Güleş, Osman
Demİrkaya, Eren
Aykanat, Batuhan
Altunışık, Ahmet Can
Günaydın, Murat
Arslan, Mehmet Emin
Kahya, Volkan
Tatar, Tuba
Aslan, Banu
Sunca, Fezayil
Sezdirmez, Tuğrul
Okur, Fatih Yesevi
Adanur, Süleyman
Sarıbıyık, Ali
Aydın, Ferhat
Genç, Ali Fuat
Kirtel, Osman
Demir, Aydın
Öztürk, Hakan
Dok, Gökhan
Emiroğlu, Mehmet
Akgül, Tahir
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Barbaros Atmaca, Esin Ertürk Atmaca, Boudjamaa Roudane, Osman Güleş, Eren Demİrkaya, Batuhan Aykanat, … Osman Kirtel. (2024). Field Observations and Numerical Investigations on Seismic Damage Assessment of RC and Masonry Minarets During the February 6th, 2023, Kahramanmaraş (Mw 7.7 Pazarcık and Mw 7.6 Elbistan) Earthquakes in Türkiye. International Journal of Architectural Heritage, 1–26. https://doi.org/10.1080/15583058.2024.2337651 Özet
On February 6, 2023, two massive earthquakes struck the EasternAnatolian Fault Line (EAF) at
9-hour intervals. The Mw 7.7 and Mw 7.6 earthquakes were located in Pazarcık and Elbistan districts
inKahramanmaraş province. These earthquakes directly damaged 11 provinces in Eastern and
Southeastern Anatolia (Kahramanmaraş,Hatay, Adyaman, Osmaniye, Gaziantep, Şanlurfa, Malatya,
Diyarbakır,Adana, Kilis, and Elazığ), causing substantial loss of life and property. This study aims to
present the field investigation of reinforced concrete (RC) and masonry minarets in 11 cities around
the area after these earthquakes and the structural performance and collapse mechanism of two
minarets selected as case studies. For this purpose, the damaged or collapsed minarets in the
region affected by the earthquakes were determined and the reasons were explained. In addition,
an RC and a masonry minaret in the İslahiye district were chosen as case studies, and finite element
models (FEM) were created.The validity and correctness of the reasons for damages determined by
field observations were further demonstrated by numerical findings.It was determined that nearly
all of the damaged and collapsed minarets did not obtain proper engineering services.
Additionally, it is believed that the lack of any norms or regulations for these unique constructions
is a significant weakness that places engineers in a challenging situation throughout the design
phase