Field Reconnaissance and Earthquake Vulnerability of the RC Buildings in Adıyaman during 2023 Türkiye Earthquakes

dc.authoridBüyüksaraç, Aydın / 0000-0002-4279-4158
dc.contributor.authorIşık, Ercan
dc.contributor.authorAvcıl, Fatih
dc.contributor.authorİzol, Rabia
dc.contributor.authorBüyüksaraç, Aydın
dc.contributor.authorBilgin, Hüseyin
dc.contributor.authorHarirchian, Ehsan
dc.contributor.authorArkan, Enes
dc.date.accessioned2025-01-27T20:54:32Z
dc.date.available2025-01-27T20:54:32Z
dc.date.issued2024
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThe 6th February 2023 Pazarcik and Elbistan earthquakes (Mw = 7.7 and Mw = 7.6) caused great destruction in many cities and were the disaster of the century for Turkiye. The greatest destruction was caused in the provinces of Hatay, Kahramanmaras, and Adiyaman during these earthquakes, which were independent of each other and occurred on the same day. Information about earthquakes and strong ground motion records is given within the scope of this study. Reinforced concrete (RC) structures which constitute a large part of the urban building stock in the earthquake region were exposed to structural damage at different levels. The structural damage in the RC structures in the city center, Golbasi, and Kahta districts of the province of Adiyaman was evaluated within the scope of earthquake and civil engineering after field investigations. Insufficient RC, low-strength concrete reinforcement problems, RC frame failure, heavy overhang, short columns, soft story, and pounding effect are the main causes of the earthquake damage. The presence of these factors that reduce the earthquake resistance of RC structures increased the damage level. In addition, the fact that the earthquakes occurred nine hours apart and the continuation of aftershocks during that period negatively affected the damage levels. It has been observed that structures that receive the necessary engineering services during the construction and project phases ensure the safety of life and property, even if the structure is slightly damaged. In this study, we also tried to reveal whether the target displacements were satisfactorily represented by numerical analysis for a sample RC structure.
dc.identifier.doi10.3390/app14072860
dc.identifier.issn2076-3417
dc.identifier.issue7
dc.identifier.scopus2-s2.0-85192529961
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.3390/app14072860
dc.identifier.urihttps://hdl.handle.net/20.500.12428/26098
dc.identifier.volume14
dc.identifier.wosWOS:001201059300001
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.subjectKahramanmaras earthquakes
dc.subjectAdiyaman
dc.subjectfield reconnaissance
dc.subjectRC buildings
dc.subjectdamage
dc.titleField Reconnaissance and Earthquake Vulnerability of the RC Buildings in Adıyaman during 2023 Türkiye Earthquakes
dc.typeArticle

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