Geotechnical and Structural Damages Caused by the 2023 Kahramanmaraş Earthquakes in Gölbaşı (Adıyaman)

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dc.authoridavcil, fatih/0000-0001-6550-550X
dc.authoridARKAN, ENES/0000-0002-6588-7234
dc.authoridBuyuksarac, Aydin/0000-0002-4279-4158
dc.authoridISIK, Ercan/0000-0001-8057-065X
dc.contributor.authorAkar, Fahriye
dc.contributor.authorIsik, Ercan
dc.contributor.authorAvcil, Fatih
dc.contributor.authorBuyuksarac, Aydin
dc.contributor.authorArkan, Enes
dc.contributor.authorIzol, Rabia
dc.date.accessioned2025-01-27T20:47:53Z
dc.date.available2025-01-27T20:47:53Z
dc.date.issued2024
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractOn 6 February 2023, two independent earthquake pairs on the East Anatolian Fault Zone, with epicenters in Pazarcik (Mw = 7.7) and Elbistan (Mw = 7.6) districts of Kahramanmaras province, caused great destruction. Adiyaman and Golbasi districts of this city are among the settlements most affected by the earthquake. Especially in the district where geotechnical damages are most observed, the destructive effects of earthquakes have been clearly observed in buildings with different structural systems. In this study, information is given about the earthquakes that hit the region and the fault zone where the earthquakes occur. Geotechnical and structural damages occurring in the villages and center of the district were evaluated within the scope of earthquakes and structural engineering. It can be stated that damages observed in the district center are generally caused by soil-structure interaction problems. The fact that masonry structures, which are widely used in rural areas, do not benefit from any engineering services has an impact on the level of damage. The main reason for the damages occurring in the reinforced concrete structures in the district is the reinforced concrete system that is not designed properly or not built in accordance with the design. This case study demonstrated the importance of earthquake-soil-structure interactions in line with earthquake-resistant building design principles.
dc.identifier.doi10.3390/app14052165
dc.identifier.issn2076-3417
dc.identifier.issue5
dc.identifier.scopus2-s2.0-85192459380
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.3390/app14052165
dc.identifier.urihttps://hdl.handle.net/20.500.12428/25076
dc.identifier.volume14
dc.identifier.wosWOS:001182288300001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofApplied Sciences-Basel
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20250125
dc.subjectGolbasi
dc.subjectearthquake
dc.subjectmasonry
dc.subjectreinforced concrete
dc.subjectstructural damages
dc.subjectliquefaction
dc.titleGeotechnical and Structural Damages Caused by the 2023 Kahramanmaraş Earthquakes in Gölbaşı (Adıyaman)
dc.typeArticle

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