Design deficiencies, failure modes and recommendations for strengthening in reinforced concrete structures exposed to the February 6, 2023 Kahramanmaraş Earthquakes (Mw 7.7 and Mw 7.6)

dc.contributor.authorErbaş, Yaşar
dc.contributor.authorMercimek, Omer
dc.contributor.authorAnil, Ozgur
dc.contributor.authorCelik, Alper
dc.contributor.authorAkkaya, Sercan Tuna
dc.contributor.authorKocaman, Irfan
dc.contributor.authorGurbuz, Muhammed
dc.contributor.authorErbaş, Yaşar
dc.date.accessioned2025-10-18T13:24:31Z
dc.date.created2024
dc.date.issued2024
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractAfter two major earthquakes centred in Kahramanmara & scedil; on February 6, 2023, in T & uuml;rkiye, there was significant destruction of the building stock. More than fifty thousand people lost their lives, and many people lost their comfort of life even though they were rescued from the wreckage. Researchers have emphasized that this catastrophic consequence is generally caused by design and production errors and low material quality in almost all building types, especially reinforced concrete, steel, masonry, and prefabricated structures. Within the scope of this study, damage patterns and the design flaws of reinforced concrete structures in Malatya, which is one of the provinces affected by the Kahramanmara & scedil; earthquakes, were examined via a field study. During the fieldwork, it was determined that inadequate longitudinal reinforcement and stirrup reinforcement, in-depth reinforcement, and concrete quality, design errors in the column-beam junction area, ignoring the structure-soil interactions, short columns, torsional irregularity, and soft stories were the main factors that led reinforced concrete buildings to be heavily damaged or collapse. After the root causes of damage to reinforced concrete structures were examined, the measures and applications that should be taken to ensure that reinforced concrete structures can maintain their services in the event of earthquakes that are likely to occur in the future was discussed.
dc.description.sponsorshipScientific and Technological Research Council of Turkiye (TUBIdot;TAK) [123D026]
dc.description.sponsorshipThis study was supported by the Scientific and Technological Research Council of Turkiye (TUB & Idot;TAK), and the project number is 123D026.
dc.identifier.doi10.1007/s11069-024-06925-2
dc.identifier.endpage3194
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.issue3
dc.identifier.orcidCelik, Alper/0000-0003-3816-680X
dc.identifier.orcidKOCAMAN, IRFAN/0000-0002-1774-7114;
dc.identifier.scopus2-s2.0-85204711017
dc.identifier.scopusqualityQ1
dc.identifier.startpage3153
dc.identifier.urihttps://doi.org/10.1007/s11069-024-06925-2
dc.identifier.urihttps://hdl.handle.net/11772/22979
dc.identifier.volume121
dc.identifier.wosWOS:001319428500002
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofNatural Hazards
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.relation.sdgGoal-11: Sustainable Cities And Communities
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWoS_20251016
dc.subjectReinforced Concrete Structures
dc.subjectKahramanmara & Scedil
dc.subjectEarthquakes
dc.subjectFailure Mechanism
dc.subjectStrong Ground Motion Data
dc.titleDesign deficiencies, failure modes and recommendations for strengthening in reinforced concrete structures exposed to the February 6, 2023 Kahramanmaraş Earthquakes (Mw 7.7 and Mw 7.6)
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublication63ffb47f-2aac-44cd-850c-eb2305f7c20e
relation.isAuthorOfPublication.latestForDiscovery63ffb47f-2aac-44cd-850c-eb2305f7c20e

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