Lessons learned from four recent Turkish earthquakes: Sivrice-Elazığ, Aegean Sea, and Dual Kahramanmaraş

dc.authoridTunc, Gokhan/0000-0002-8307-1060
dc.authorscopusid6603220627
dc.authorscopusid31767605700
dc.authorscopusid55144319800
dc.authorwosidTunc, Gokhan/T-8015-2017
dc.contributor.authorMertol, Halit Cenan
dc.contributor.authorAkış, Tolga
dc.contributor.authorAkis, Tolga
dc.contributor.otherCivil Engineering
dc.date.accessioned2024-07-05T15:23:13Z
dc.date.available2024-07-05T15:23:13Z
dc.date.issued2024
dc.departmentAtılım Universityen_US
dc.department-temp[Tunc, Goekhan; Mertol, Halit Cenan; Akis, Tolga] Atilim Univ, Dept Civil Engn, Ankara, Turkiyeen_US
dc.descriptionTunc, Gokhan/0000-0002-8307-1060en_US
dc.description.abstractT & uuml;rkiye is located in an earthquake-prone region where almost all of its population resides in risky areas. In the past 100 years, there has been a strong earthquake every two years and a major one every 3 years. This study investigates the impact of four recent earthquakes, that occurred between 2020 and 2023, on reinforced concrete (RC) buildings. The first, Sivrice-Elaz & imath;& gbreve;, struck the eastern part of T & uuml;rkiye on January 24, 2020, with a moment magnitude of Mw = 6.8. The second, the Aegean Sea, hit the western part of the country on October 30, 2020, with an Mw of 6.6. The third and fourth are the February 6, 2023 dual Kahramanmara & scedil; earthquakes with Mws of 7.7 and 7.6, which struck the eastern part of T & uuml;rkiye approximately 9 h apart. Immediately following these earthquakes, a technical team investigated each of the damaged areas. This study summarizes their findings on RC buildings. It was discovered that the majority of the collapsed or severely damaged RC buildings were constructed before 2000. The main reasons for this included technological limitations, specifically on producing high-quality concrete, as well as a lack of public policies and enforced laws in the construction sector to maintain an acceptable international standard. Furthermore, the damage patterns of buildings from these four earthquakes indicated poor workmanship, low material quality, improper structural framing, a common appearance of soft and weak stories, the inadequate use of shear walls, and defective reinforcement configuration. The significance of soil studies and the enforcement of building inspections are also discussed, along with the earthquake codes. The study concludes that the maximum peak ground accelerations from the dual Kahramanmara & scedil; earthquakes were almost triple the code-prescribed values. Therefore, it is recommended that the current mapped spectral acceleration values be revised and that buildings constructed before 2000 should be prioritized while determining their structural performances.en_US
dc.description.sponsorshipAtilim Universityen_US
dc.description.sponsorshipNo Statement Availableen_US
dc.identifier.citation0
dc.identifier.doi10.1007/s11069-024-06687-x
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.scopus2-s2.0-85193973492
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1007/s11069-024-06687-x
dc.identifier.urihttps://hdl.handle.net/20.500.14411/2283
dc.identifier.wosWOS:001230099200001
dc.identifier.wosqualityQ2
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectEarthquakesen_US
dc.subjectReinforced concrete buildingsen_US
dc.subjectStructural damage patternsen_US
dc.subjectEarthquake performanceen_US
dc.subjectT & uumlen_US
dc.subjectrkiyeen_US
dc.titleLessons learned from four recent Turkish earthquakes: Sivrice-Elazığ, Aegean Sea, and Dual Kahramanmaraşen_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isAuthorOfPublicationc5c8784e-c129-499c-8a15-85aa6cf5ce96
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