Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach

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dc.authoridavcil, fatih/0000-0001-6550-550X
dc.authoridARKAN, ENES/0000-0002-6588-7234
dc.authoridISIK, Ercan/0000-0001-8057-065X
dc.contributor.authorIzol, Rabia
dc.contributor.authorIsik, Ercan
dc.contributor.authorAvcil, Fatih
dc.contributor.authorArslan, Musa Hakan
dc.contributor.authorArkan, Enes
dc.contributor.authorBuyuksarac, Aydin
dc.date.accessioned2025-01-27T20:22:46Z
dc.date.available2025-01-27T20:22:46Z
dc.date.issued2024
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThe Kahramanmaras, earthquake couple, which took place on February 6, 2023, is one of the biggest disasters T & uuml;rkiye has encountered in the instrumental period. While the effects of these earthquakes were felt primarily in 11 different provinces, they also caused significant effects in many other provinces. These two independent earthquakes of magnitude 7.7 and 7.6, which are rare in the history of literature, occurred 9 h apart and caused more structural damage. Serious losses of life and property occurred in Kahramanmaras,, the epicenter of both earthquakes. In this study, structural damages on masonry buildings in rural areas of Kahramanmaras, province are examined in detail within the framework of the cause-effect relationship. Different building samples are evaluated for each damage situation. In addition, nonlinear time history analyses were performed on a sample structure and the damage was examined in detail. In general, these structures, which do not receive engineering services, exhibit typical masonry structure damage as in other earthquakes. This study provides information about the behavior of such buildings under earthquake loads and emphasizes the importance of receiving the necessary engineering services for these structures.
dc.identifier.doi10.1016/j.soildyn.2024.108904
dc.identifier.issn0267-7261
dc.identifier.issn1879-341X
dc.identifier.scopus2-s2.0-85201449121
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2024.108904
dc.identifier.urihttps://hdl.handle.net/20.500.12428/22023
dc.identifier.volume186
dc.identifier.wosWOS:001297961100001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectKahramanmaras ,
dc.subjectEarthquake couple
dc.subjectmasonry structure
dc.subjectStructural damage
dc.subjectTime history analysis
dc.titleSeismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach
dc.typeArticle

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