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dc.contributor.authorIşık, Ercan
dc.contributor.authorAvcıl, Fatih
dc.contributor.authorBüyüksaraç, Aydın
dc.contributor.authorİzol, Rabia
dc.contributor.authorHakan Arslan, Musa
dc.contributor.authorAksoylu, Ceyhun
dc.contributor.authorEyisüren, Onur
dc.date.accessioned2023-10-24T05:44:51Z
dc.date.available2023-10-24T05:44:51Z
dc.date.issued2023en_US
dc.identifier.citationIşık, E., Avcil, F., Büyüksaraç, A., İzol, R., Hakan Arslan, M., Aksoylu, C., … Ulutaş, H. (2023). Structural damages in masonry buildings in Adıyaman during the Kahramanmaraş (Turkiye) earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023. Engineering Failure Analysis, 151, 107405. https://doi.org/10.1016/j.engfailanal.2023.107405en_US
dc.identifier.issn1350-6307 / 1873-1961
dc.identifier.urihttps://doi.org/10.1016/j.engfailanal.2023.107405
dc.identifier.urihttps://hdl.handle.net/20.500.12428/4560
dc.description.abstractThe 06 February 2023 Kahramanmaraş Earthquakes, which were the disaster of the century for Türkiye and in which more than 50,000 people lost their lives, caused many buildings to collapse or receive significant structural damages. Adıyaman is one of the provinces that caused the most destruction by earthquakes affecting 11 different provinces, which occupy approximately 14% of the country's surface area. The masonry buildings have been severely damaged by earthquakes, which constitute a significant part of the building stock in the province's rural areas. In this study, the region's seismicity and the spectral acceleration values of the last earthquakes were analyzed, and the distribution of building damages was given statistically. The main goal of this study is to determine the collapse and failure mechanisms of existing unreinforced masonry buildings in detail. The study also includes reconstruction strategies or retrofitting procedures to prevent damage to masonry structures in the region. Non-compliance with seismic design codes is the leading cause of damage in masonry buildings constructed by local craftsmen using low-strength wall and joint building materials. The usage of heavy earthen roofs, insufficient wall-wall, and wall-roof connections, lack of vertical and horizontal beams, poor workmanship, and insufficient interlocking between layers are the causes of structural damages observed in the field. At the end of the study, critical clauses in the current earthquake code were emphasized, and the precautions to be taken for existing and new design masonry buildings were also mentioned.en_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdıyamanen_US
dc.subjectCollapseen_US
dc.subjectDamage levelen_US
dc.subjectEarthquakeen_US
dc.subjectMasonryen_US
dc.subjectSeismic design codeen_US
dc.subjectStructural failureen_US
dc.titleStructural damages in masonry buildings in Adiyaman during the Kahramanmaras, (Turkiye) earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023en_US
dc.typearticleen_US
dc.authorid0000-0002-4279-4158en_US
dc.relation.ispartofEngineering Failure Analysisen_US
dc.departmentMeslek Yüksekokulları, Çan Meslek Yüksekokulu, Madencilik ve Maden Çıkarma Bölümüen_US
dc.identifier.volume151en_US
dc.institutionauthorBüyüksaraç, Aydın
dc.identifier.doi10.1016/j.engfailanal.2023.107405en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorwosidAAC-4817-2021en_US
dc.authorscopusid55880819100en_US
dc.identifier.wosqualityQ1en_US
dc.identifier.wosWOS:001025197300001en_US
dc.identifier.scopus2-s2.0-85162167233en_US


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