Araştırma Makalesi

Typical Damage Patterns In Masonry Structures After Various Major Earthquakes

Cilt: 5 Sayı: 1 28 Şubat 2026
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Typical Damage Patterns In Masonry Structures After Various Major Earthquakes

Öz

This study examines the seismic performance of masonry buildings in Turkey between 1992 and 2023, focusing on damage assessments after major earthquakes. Common failure mechanisms identified include out-of-plane wall collapse, inadequate connections between perpendicular walls, improper wall openings, and the absence of bond beams. Heavy compacted clay roofs, often used in rural masonry structures, contribute significantly to seismic vulnerability by increasing inertial forces. The irregular use of rubble stones and insufficient mortar adherence led to early structural degradation. The study emphasizes the need for improved construction practices, compliance with seismic codes, and effective retrofitting strategies to enhance the seismic resilience of masonry buildings. Lessons learned from past earthquakes can enable engineers and policymakers to develop more robust guidelines for future earthquake-resistant masonry construction.

Anahtar Kelimeler

Etik Beyan

Hazırlanan makalede herhangi bir kişi/kurumla çıkar çatışması bulunmamaktadır. Ayrıca, bu çalışma için etik kurul onayı gerekmemektedir.

Kaynakça

  1. A. W. Hendry, B. P. Sinha, and S. R. Davies, Design of Masonry Structures. Boca Raton, FL, USA: CRC Press, 2017.
  2. N. Ranjan, S. Banerjee, S. Nayak, and S. Das, “Efficacy of waste plastic towards enhancement of shear and flexure carrying capacity of masonry structures,” J. Clean Prod., vol. 365, p. 132669, 2022.
  3. J. Scacco, B. Ghiassi, G. Milani, and P. B. Lourenço, “A fast modeling approach for numerical analysis of unreinforced and FRCM reinforced masonry walls under out-of-plane loading,” Compos. B Eng., vol. 180, p. 107553, 2020.
  4. A. Borri, M. Corradi, G. Castori, and A. De Maria, “A method for the analysis and classification of historic masonry,” Bull. Earthq. Eng., vol. 13, no. 9, pp. 2647–2665, 2015.
  5. A. Keshmiry, S. Hassani, U. Dackermann, and J. Li, “Assessment, repair, and retrofitting of masonry structures: A comprehensive review,” Constr. Build. Mater., vol. 442, p. 137380, 2024.
  6. P. Blagojević, S. Brzev, and R. Cvetković, “Seismic retrofitting of mid-rise unreinforced masonry residential buildings after the 2010 Kraljevo, Serbia earthquake: A case study,” Buildings, vol. 13, no. 3, p. 597, 2023.
  7. C. Filippou, N. Kyriakides, and C. Chrysostomou, “Numerical study of the seismic retrofitting of masonry-infilled RC frames with openings using TRM,” Earthq. Eng. Struct. Dyn., vol. 52, no. 3, pp. 776–805, 2023.
  8. A. Shabani, M. Kioumarsi, and M. Zucconi, “State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings,” Eng. Struct., vol. 239, p. 112280, 2021.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Yapım Mühendisliği

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

28 Şubat 2026

Gönderilme Tarihi

3 Temmuz 2025

Kabul Tarihi

22 Ekim 2025

Yayımlandığı Sayı

Yıl 2026 Cilt: 5 Sayı: 1

Kaynak Göster

APA
Özmen, A., & Sayın, E. (2026). Typical Damage Patterns In Masonry Structures After Various Major Earthquakes. Firat University Journal of Experimental and Computational Engineering, 5(1), 94-118. https://doi.org/10.62520/fujece.1733544
AMA
1.Özmen A, Sayın E. Typical Damage Patterns In Masonry Structures After Various Major Earthquakes. Firat University Journal of Experimental and Computational Engineering. 2026;5(1):94-118. doi:10.62520/fujece.1733544
Chicago
Özmen, Alper, ve Erkut Sayın. 2026. “Typical Damage Patterns In Masonry Structures After Various Major Earthquakes”. Firat University Journal of Experimental and Computational Engineering 5 (1): 94-118. https://doi.org/10.62520/fujece.1733544.
EndNote
Özmen A, Sayın E (01 Şubat 2026) Typical Damage Patterns In Masonry Structures After Various Major Earthquakes. Firat University Journal of Experimental and Computational Engineering 5 1 94–118.
IEEE
[1]A. Özmen ve E. Sayın, “Typical Damage Patterns In Masonry Structures After Various Major Earthquakes”, Firat University Journal of Experimental and Computational Engineering, c. 5, sy 1, ss. 94–118, Şub. 2026, doi: 10.62520/fujece.1733544.
ISNAD
Özmen, Alper - Sayın, Erkut. “Typical Damage Patterns In Masonry Structures After Various Major Earthquakes”. Firat University Journal of Experimental and Computational Engineering 5/1 (01 Şubat 2026): 94-118. https://doi.org/10.62520/fujece.1733544.
JAMA
1.Özmen A, Sayın E. Typical Damage Patterns In Masonry Structures After Various Major Earthquakes. Firat University Journal of Experimental and Computational Engineering. 2026;5:94–118.
MLA
Özmen, Alper, ve Erkut Sayın. “Typical Damage Patterns In Masonry Structures After Various Major Earthquakes”. Firat University Journal of Experimental and Computational Engineering, c. 5, sy 1, Şubat 2026, ss. 94-118, doi:10.62520/fujece.1733544.
Vancouver
1.Alper Özmen, Erkut Sayın. Typical Damage Patterns In Masonry Structures After Various Major Earthquakes. Firat University Journal of Experimental and Computational Engineering. 01 Şubat 2026;5(1):94-118. doi:10.62520/fujece.1733544