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Makale detayı · 2025 · article

A Proposal for Reinforcement of Historical Masonry Minarets: Gaziantep Kabasakal Mosque Minaret

Dergi Buildings
ISSN2075-5309
YÖKSİS OpenAlex Açık erişim · gold Üst %10
Yıl2025
Atıf12OpenAlex
Atıf15Semantic Scholar · 2 etkili
Yüzdelik%95,7
FWCI4,931,00 = dünya ortalaması
Scopus (SJR)Q1
WoS (JCR)Q2

Veri kaynağı ayrımı

  • YÖKSİSYÖKSİS makale kaydı
  • YÖKSİS dergi adıBuildings
  • Katalog eşleşmesi (ISSN)Buildings
  • OpenAlexOpenAlex zenginleştirmesi (özet, atıf, konular)
  • Semantic Scholaratıf sayısı (OpenAlex ile birleştirilmez)

Özet

OpenAlex İngilizce

This study investigated the historical Kabasakal Mosque minaret’s seismic performance in the Şahinbey district of Gaziantep province. After the 6 February 2023 Kahramanmaraş earthquake, the cone and honeycomb sections of the minaret were damaged. The minaret is a typical masonry structure with a cylindrical body and open balconies belonging to the Ottoman period, and the damage that occurred primarily in the weak areas, such as the honeycomb and the cone, caused serious structural problems due to the earthquakes. In the study, a finite element model (FEM) of the minaret was created. Nonlinear time-history analyses were performed using earthquake records recorded in the district where the minaret is located in the finite element model. First, the original state of the minaret (OM model) was analyzed, and its collapse mechanisms were investigated. Then, a proposal was developed to strengthen the minaret’s honeycomb and cone sections with steel rings. This reinforcement was tested with numerical analyses, and the dynamic performances of both the original and reinforcement models were compared. The durability and seismic performance of local materials commonly used in regional structures, such as Urfa stone, were evaluated. It was observed that the proposed reinforcement method reduced the displacement demands in critical areas and increased the overall rigidity of the structure. The study emphasizes the importance of reinforcement methods in protecting historical structures and reveals the proposed solution’s applicability to similar structures.

Konular

Atıflar

OpenAlex cited_by_count. WoS veya Scopus atıf sayısı değildir; o kaynaklar için ayrı kolon yoktur.

12atıfOpenAlex · cited_by_count (önbellek / veritabanı)

Yerel katalogda bu makaleye atıf yapan 21 yayın (OpenAlex referans eşleşmesi; tam dünya listesi değildir).

  1. 2025 Seismic response and collapse behavior of the Sheik Ali mosque in Hatay: Field observations and numerical correlationAtıf 7 · OpenAlex
  2. 2025 Seismic response and collapse behavior of the Sheik Ali mosque in Hatay: Field observations and numerical correlationAtıf 7 · OpenAlex
  3. 2025 Seismic response and collapse behavior of the Sheik Ali mosque in Hatay: Field observations and numerical correlationAtıf 7 · OpenAlex
  4. 2025 Seismic response and collapse behavior of the Sheik Ali mosque in Hatay: Field observations and numerical correlationAtıf 7 · OpenAlex
  5. 2026 Resilience-oriented seismic retrofit of heritage masonry minarets using hybrid base isolation and supplemental dampingAtıf 6 · OpenAlex
  6. 2026 Resilience-oriented seismic retrofit of heritage masonry minarets using hybrid base isolation and supplemental dampingAtıf 5 · OpenAlex
  7. 2025 Seismic behavior of historic square cross-section masonry minarets: The minaret of the Harran Ulu Mosque in Şanliurfa (Türkiye)Atıf 5 · OpenAlex
  8. 2025 Enhancing the seismic resilience of historical masonry cupolas: a finite element study on Cimcime Hatun CupolaAtıf 5 · OpenAlex
  9. 2025 Enhancing the seismic resilience of historical masonry cupolas: a finite element study on Cimcime Hatun CupolaAtıf 5 · OpenAlex
  10. 2025 Seismic behavior of historic square cross-section masonry minarets: The minaret of the Harran Ulu Mosque in Şanliurfa (Türkiye)Atıf 5 · OpenAlex

Yazarlar

5
  1. İRFAN KOCAMAN ERZURUM TEKNİK ÜNİVERSİTESİ 1
  2. MERVE ERTOSUN YILDIZ SAKARYA ÜNİVERSİTESİ 2
  3. MEHMET AKİF YILDIZ 3
  4. ESMA EROĞLU 4
  5. Sedanur Çetin 5