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Seismic response and collapse behavior of the Sheik Ali mosque in Hatay: Field observations and numerical correlation    
Yazarlar (9)
Ayşegül Durmuş Demir
Türkiye
Doç. Dr. Muhammet ARSLAN Doç. Dr. Muhammet ARSLAN
Kafkas Üniversitesi, Türkiye
Semih Yılmaz
Türkiye
Tayfur Emre Yavru
Türkiye
Esra İmamoğlu
Türkiye
Fatih Cebir
Türkiye
Tuğçe Laçin
Ömer Mercimek
Türkiye
İrfan Kocaman
Türkiye
Devamını Göster
Özet
This study investigates the seismic behavior and collapse mechanisms of the historical Sheik Ali Mosque in Antakya, Türkiye, which was heavily damaged during the 2023 Kahramanmaraş Earthquakes. A detailed three-dimensional finite element (FE) model of the mosque was developed, incorporating nonlinear material properties, to perform both pushover and nonlinear dynamic time-history analyses. The pushover analysis revealed lateral load capacities of approximately 12,000 kN in the longitudinal (X) direction and 10,500 kN in the transverse (Z) direction, with collapse displacements around ± 20  mm. Modal analysis showed a first mode frequency of 1.81  Hz for the minaret and 5.64  Hz for the main dome, consistent with field-based estimations. The analysis results revealed that the minaret exhibited significant displacement prior to the main structural elements and likely initiated the collapse …
Anahtar Kelimeler
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale
Dergi Adı Engineering Failure Analysis
Dergi ISSN 1350-6307 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Dergi Grubu Q1
Makale Dili İngilizce
Basım Tarihi 07-2025
Cilt No 181
Sayfalar 1 / 20
Doi Numarası 10.1016/j.engfailanal.2025.109934
Makale Linki https://doi.org/10.1016/j.engfailanal.2025.109934