Seismic Performance and Failure Mechanisms of Reinforced Concrete Structures Subject to the Earthquakes in Türkiye

Basit Öğe Kaydı
dc.authoridBüyüksaraç, Aydın / 0000-0002-4279-4158
dc.contributor.authorIşık, Ercan
dc.contributor.authorAvcıl, Fatih
dc.contributor.authorHadzima-Nyarko, Marijana
dc.contributor.authorIzol, Rabia
dc.contributor.authorBüyüksaraç, Aydın
dc.contributor.authorArkan, Enes
dc.contributor.authorRadu, Dorin
dc.date.accessioned2025-01-27T20:27:01Z
dc.date.available2025-01-27T20:27:01Z
dc.date.issued2024
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractMany reinforced-concrete structures collapsed or were seriously damaged in the 7.7 and 7.6 magnitude earthquakes that occurred in southern T & uuml;rkiye on 6 February 2023. The recorded peak ground accelerations were quite high (2.2 g) and the recorded motions' elastic acceleration response spectra were significantly greater than the elastic design spectra given by the most recent Turkish seismic design code. A total of 518,000 houses were heavily damaged or collapsed in the eleven cities affected by the earthquake. More than 53,000 people lost their lives and over 100,000 people were injured, the majority of these injurits caused by the collapse of reinforced concrete structures. Post-earthquake damage assessments are important in the context of applying sustainability principles to building design and construction. In this study, post-earthquake damage assesments and evaluations were made for the reinforced-concrete structures that were exposed to destruction or various structural damage in Hatay, Kahramanmara & scedil; and Ad & imath;yaman, which where most affected after the Kahramanmara & scedil; earthquakes. The RC building damage and failure mechanisms resulting from field observations were evaluated in detail from a broad performance-based structural and earthquake engineering perspective. Information about Kahramanmara & scedil; earthquakes is given briefly. Design spectra and spectral accelerations were compared for the earthquake stations in these three provinces. Soft/weak story, short column, insufficiently reinforced-concrete, and poor workmanship are the primary causes of structural damage, which cause earthquake weaknesses in these buildings.
dc.description.sponsorshipEuropean Union under the program Erasmus+ KA220-HED-Cooperation partnerships in higher education [2023-1-HR01-KA220-HED-000165929]
dc.description.sponsorshipThe results presented in this scientific paper have been partially obtained through the research activities within the project 2023-1-HR01-KA220-HED-000165929 Intelligent Methods for Structures, Elements and Materials (https://im4stem.eu/en/home/ accessed on 4 June 2024) co-funded by the European Union under the program Erasmus+ KA220-HED-Cooperation partnerships in higher education.
dc.identifier.doi10.3390/su16156473
dc.identifier.issn2071-1050
dc.identifier.issue15
dc.identifier.scopus2-s2.0-85200794094
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.3390/su16156473
dc.identifier.urihttps://hdl.handle.net/20.500.12428/22544
dc.identifier.volume16
dc.identifier.wosWOS:001287076700001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofSustainability
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20250125
dc.subjectKahramanmaraş
dc.subjectearthquake
dc.subjectreinforced concrete
dc.subjectfailure mechanism
dc.titleSeismic Performance and Failure Mechanisms of Reinforced Concrete Structures Subject to the Earthquakes in Türkiye
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Aydin Buyuksarac_Makale.pdf
Boyut:
35.64 MB
Biçim:
Adobe Portable Document Format
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu
Çan Meslek Yüksekokulu Koleksiyonu