Yazarlar (9) |
![]() Türkiye |
![]() Kafkas Üniversitesi, Türkiye |
![]() Türkiye |
![]() Türkiye |
![]() Türkiye |
![]() Türkiye |
![]() |
![]() Türkiye |
![]() Türkiye |
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 |