Seismic performance of school buildings in the 6 February 2023 Türkiye earthquakes

The February 2023 Türkiye earthquakes caused severe damage in many school buildings. This study assessed the seismic performance of 14 reinforced concrete (RC) school buildings affected by the earthquakes, based on field survey data. The survey revealed several structural deficiencies of the damaged buildings, including the absence of RC shear walls, inadequate reinforcement detailing, and poor construction quality. Extensive damage of masonry infills was also observed. The observed damage was correlated with the intensity of recorded ground motions and relevant vulnerability indices. Seismic analysis of a 5-storey case study school building showed that a high seismic demand, combined with construction flaws, likely exacerbated the damage. The study highlights the need for mitigating the seismic vulnerability of mid-rise RC school buildings with a moment frame SFRS by providing adequate amount of RC shear walls. This study emphasizes the need for implementing school retrofitting initiatives in Canadian provinces with high seismic hazard.

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Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2025-12-05
DOI
https://doi.org/10.1139/cjce-2025-0130
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
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article

Seismic performance of school buildings in the 6 February 2023 Türkiye earthquakes

Joseph Salmon, Veljko Koković, Svetlana Brzev, Bishnu Pandey et al.
Canadian Journal of Civil Engineering
Seismic Performance and Analysis
article

Seismic performance of school buildings in the 6 February 2023 Türkiye earthquakes

Joseph Salmon, Veljko Koković, Svetlana Brzev, Bishnu Pandey, Allison Chen
article en

Abstract

The February 2023 Türkiye earthquakes caused severe damage in many school buildings. This study assessed the seismic performance of 14 reinforced concrete (RC) school buildings affected by the earthquakes, based on field survey data. The survey revealed several structural deficiencies of the damaged buildings, including the absence of RC shear walls, inadequate reinforcement detailing, and poor construction quality. Extensive damage of masonry infills was also observed. The observed damage was correlated with the intensity of recorded ground motions and relevant vulnerability indices. Seismic analysis of a 5-storey case study school building showed that a high seismic demand, combined with construction flaws, likely exacerbated the damage. The study highlights the need for mitigating the seismic vulnerability of mid-rise RC school buildings with a moment frame SFRS by providing adequate amount of RC shear walls. This study emphasizes the need for implementing school retrofitting initiatives in Canadian provinces with high seismic hazard.

Canadian Journal of Civil EngineeringVol. 53
University of British Columbia (CA), British Columbia Institute of Technology (CA), Ipsen (France) (FR), University of Belgrade (RS), Association of Professional Engineers and Geoscientists of Manitoba (CA)
Openalex Percentile: Top 60%
Seismic Performance and Analysis
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