Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/6257
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dc.contributor.authorİzol, Rabia-
dc.contributor.authorIşık, Ercan-
dc.contributor.authorAvcıl, Fatih-
dc.contributor.authorArslan, Musa Hakan-
dc.contributor.authorArkan, Enes-
dc.contributor.authorBüyüksaraç, Aydın-
dc.date.accessioned2024-09-22T13:32:59Z-
dc.date.available2024-09-22T13:32:59Z-
dc.date.issued2024-
dc.identifier.issn0267-7261-
dc.identifier.issn1879-341X-
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2024.108904-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/6257-
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.en_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectKahramanmaras ,en_US
dc.subjectEarthquake coupleen_US
dc.subjectmasonry structureen_US
dc.subjectStructural damageen_US
dc.subjectTime history analysisen_US
dc.subjectContinuum Modelen_US
dc.subjectDamage Assessmenten_US
dc.subjectCyclic Behavioren_US
dc.subjectShear Wallsen_US
dc.subjectBuildingsen_US
dc.subjectReconnaissanceen_US
dc.subjectVulnerabilityen_US
dc.subjectSimulationen_US
dc.subjectChurchesen_US
dc.subjectGorkhaen_US
dc.titleSeismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approachen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.soildyn.2024.108904-
dc.identifier.scopus2-s2.0-85201449121en_US
dc.departmentKTÜNen_US
dc.authoridARKAN, ENES/0000-0002-6588-7234-
dc.authoridISIK, Ercan/0000-0001-8057-065X-
dc.authorwosidİzol, Rabia/GVT-4923-2022-
dc.authorwosidARKAN, ENES/JPL-8278-2023-
dc.identifier.volume186en_US
dc.identifier.wosWOS:001297961100001en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57210157672-
dc.authorscopusid56779720400-
dc.authorscopusid57210155587-
dc.authorscopusid11940766700-
dc.authorscopusid57444459300-
dc.authorscopusid55880819100-
item.grantfulltextnone-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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