Araştırma Makalesi

Damage and Interventions to Historical Masonry Buildings: Good and Ill Practices

Cilt: 16 Sayı: 3 30 Eylül 2025
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Damage and Interventions to Historical Masonry Buildings: Good and Ill Practices

Abstract

This paper presents typical damage observed during recent earthquakes in Türkiye and elsewhere, along with their qualitative interpretation revealing the main weaknesses of existing stone masonry buildings. Historical structural systems, having a stone masonry ground storey and upper storeys made of timber framed masonry are also included. Strengthening techniques, frequently applied to alleviate the inherent inadequacies of stone masonry buildings are commented on, while their rationale, their efficiency and the effect of their misuse are presented, based on field observations after recent earthquakes and/or experimental results. The paper focuses on good and ill practices with the purpose of opening the discussion on the selection of adequate intervention techniques that may ensure an improved seismic behaviour, thus protecting human lives and property and contributing to the preservation of the built cultural heritage.

Keywords

Etik Beyan

There is no need to obtain permission from the ethics committee for the article prepared. There is no conflict of interest with any person / institution in the article prepared.

Kaynakça

  1. Yön, B., Onat, O., Öncü, M.E., and Karaşın, A. Failures of masonry dwelling triggered by East Anatolian Fault earthquakes in Turkey, Soil Dynamics & Earthquake Engineering,133/2020 https://doi.org/10.1016/j.soildyn.2020.106126.
  2. Izol, R., Işık, E., Avcil, F., Arslan, M.H., Arkan, E., Büyüksaraç, A. Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach, Soil Dynamics and Earthquake Engineering, Volume 186/2024 108904, https://doi.org/10.1016/j.soildyn.2024.108904.
  3. Damcı, E., Temür, R., Kanbir, Z., Şerkeci, Ç., Öztorun Köröğlu, E., Comprehensive investigation of damage due to 2023 Kahraman maraş earthquakes in Türkiye: Causes, consequences and mitigation, Journal of Building Engineering, 99 (2025) 114420, https://doi.org/10.1016/j.jobe.2024.114420.
  4. Avcil, F., Işık, E., Izol, R., Büyüksaraç, A., Arkan, E., Arslan, M.H., Aksoylu, C., Eyisüren, O., Harirchian, E., Effects of the February 6, 2023, Kahramanmaraş earthquake on structures in Kahramanmaraş city, Natural Hazards, (2024) 120-2953-2991, https://doi.org/10.1007/s11069-023-06314-1.
  5. Miltiadou-Fezans, A., and Tassios, Th.P. Mix-design and Application of Hydraulic Grouts for Masonry Strengthening, 1st Edition, Springer Tracks in Civil Engineering, Springer Nature Switzerland AG 2022, 283 pp.
  6. Valluzzi, M.R. Comportamento meccanico di murature storiche consolidate con materiali e tecniche a base di calce, Doctor Thesis, University of Trieste, Italy, 2000 (in Italian).
  7. Vintzileou E., Miltiadou-Fezans A. Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime-based grouts, Engineering Structures, Volume 30, Issue 8, August 2008, Pages 2265-2276, https://doi.org,10.1016/j.engstruct.2007.11.003.
  8. Vintzileou E. Three-leaf masonry in compression, before and after grouting: A review of literature, International Journal of Architectural Heritage, Vol. 5 (4-5), pp. 513-538. DOI: 10.1080/15583058.2011.557137.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Deprem Mühendisliği , Yapı Mühendisliği

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

30 Eylül 2025

Yayımlanma Tarihi

30 Eylül 2025

Gönderilme Tarihi

29 Nisan 2025

Kabul Tarihi

30 Haziran 2025

Yayımlandığı Sayı

Yıl 2025 Cilt: 16 Sayı: 3

Kaynak Göster

IEEE
[1]E. Vintzileou, “Damage and Interventions to Historical Masonry Buildings: Good and Ill Practices”, DÜMF MD, c. 16, sy 3, ss. 805–812, Eyl. 2025, doi: 10.24012/dumf.1685914.
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