Seismic performance of RC buildings with one-way joist slab: Insights from the 2023 Kahramanmaraş earthquakes

ArticleAçık Erişim

Özet

Two major earthquakes (Pazarcık Mw: 7.7 and Elbistan Mw: 7.6) occurred on the East Anatolian Fault Zone in Türkiye on February 6, 2023. These earthquakes caused severe destruction to structures. Türkiye's building stock mostly consists of multi-storey reinforced concrete (RC) buildings. Field investigations conducted after the Kahramanmaraş earthquakes once again revealed the deficiencies in the existing building stock. While the majority of these buildings are designed with a beam-slab system, a one-way joist slab system is frequently encountered. One way a joist slab system generally has wide and shallow beams with low stiffness. Additionally, the use of heavy non-structural materials in this slab type results in a greater building mass. In this study, damages in RC buildings with one-way joist slabs were investigated following the Kahramanmaraş earthquakes. In the design of RC buildings with one-way joist slabs, the cases of regular external beams and the use of shear walls were evaluated through numerical analysis. The analysis results show that shear walls and regular external beams significantly increase the performance of buildings with one-way joist systems. However, the use of seismic shear walls was found to be more effective in increasing horizontal rigidity. © 2025 International Federation for Structural Concrete.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/10373Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1002/suco.70403Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorİnce, Elif Gökçe
dc.date.accessioned2026-10-18T20:25:36.099733129Z
dc.date.available2026-10-18T20:25:36.099733129Z
dc.date.issued2026
dc.description.abstractTwo major earthquakes (Pazarcık Mw: 7.7 and Elbistan Mw: 7.6) occurred on the East Anatolian Fault Zone in Türkiye on February 6, 2023. These earthquakes caused severe destruction to structures. Türkiye's building stock mostly consists of multi-storey reinforced concrete (RC) buildings. Field investigations conducted after the Kahramanmaraş earthquakes once again revealed the deficiencies in the existing building stock. While the majority of these buildings are designed with a beam-slab system, a one-way joist slab system is frequently encountered. One way a joist slab system generally has wide and shallow beams with low stiffness. Additionally, the use of heavy non-structural materials in this slab type results in a greater building mass. In this study, damages in RC buildings with one-way joist slabs were investigated following the Kahramanmaraş earthquakes. In the design of RC buildings with one-way joist slabs, the cases of regular external beams and the use of shear walls were evaluated through numerical analysis. The analysis results show that shear walls and regular external beams significantly increase the performance of buildings with one-way joist systems. However, the use of seismic shear walls was found to be more effective in increasing horizontal rigidity. © 2025 International Federation for Structural Concrete.
dc.identifier.doi10.1002/suco.70403
dc.identifier.eissn1751-7648
dc.identifier.endpage2157
dc.identifier.issn1464-4177
dc.identifier.issue2
dc.identifier.scopus2-s2.0-105021985013
dc.identifier.startpage2147
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/10373
dc.identifier.volume27
dc.identifier.wosWOS:001613047300001
dc.language.isoen
dc.publisherJohn Wiley and Sons Inc
dc.relation.ispartofStructural Concrete
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectfield observations
dc.subjectKahramanmaraş earthquakes
dc.subjectone-way joist slab system
dc.subjectreinforced concrete buildings
dc.subjectstructural failure
dc.subjectArchitectural design
dc.subjectConcrete buildings
dc.subjectConcrete slabs
dc.subjectFailure (mechanical)
dc.subjectReinforced concrete
dc.subjectSafety engineering
dc.subjectSeismic design
dc.subjectShear flow
dc.subjectStructural analysis
dc.subjectStructural integrity
dc.subjectBuilding stocks
dc.subjectExternal beam
dc.subjectFault zone
dc.subjectKahramanmaraş earthquake
dc.subjectSeismic Performance
dc.subjectSlab systems
dc.subjectEarthquakes
dc.titleSeismic performance of RC buildings with one-way joist slab: Insights from the 2023 Kahramanmaraş earthquakes
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus5
rdl.citation.wos6
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)