Lessons Learned From Four Recent Turkish Earthquakes: Sivrice-Elazığ, Aegean Sea, and Dual Kahramanmaraş

dc.authorid Tunc, Gokhan/0000-0002-8307-1060
dc.authorscopusid 6603220627
dc.authorscopusid 31767605700
dc.authorscopusid 55144319800
dc.authorwosid Tunc, Gokhan/T-8015-2017
dc.contributor.author Tunc, Goekhan
dc.contributor.author Mertol, Halit Cenan
dc.contributor.author Akis, Tolga
dc.contributor.other Civil Engineering
dc.date.accessioned 2024-07-05T15:23:13Z
dc.date.available 2024-07-05T15:23:13Z
dc.date.issued 2024
dc.department Atılım University en_US
dc.department-temp [Tunc, Goekhan; Mertol, Halit Cenan; Akis, Tolga] Atilim Univ, Dept Civil Engn, Ankara, Turkiye en_US
dc.description Tunc, Gokhan/0000-0002-8307-1060 en_US
dc.description.abstract T & 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.sponsorship Atilim University en_US
dc.description.sponsorship No Statement Available en_US
dc.identifier.citationcount 0
dc.identifier.doi 10.1007/s11069-024-06687-x
dc.identifier.issn 0921-030X
dc.identifier.issn 1573-0840
dc.identifier.scopus 2-s2.0-85193973492
dc.identifier.scopusquality Q1
dc.identifier.uri https://doi.org/10.1007/s11069-024-06687-x
dc.identifier.uri https://hdl.handle.net/20.500.14411/2283
dc.identifier.wos WOS:001230099200001
dc.identifier.wosquality Q2
dc.institutionauthor Mertol, Halit Cenan
dc.institutionauthor Akış, Tolga
dc.language.iso en en_US
dc.publisher Springer en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.scopus.citedbyCount 5
dc.subject Earthquakes en_US
dc.subject Reinforced concrete buildings en_US
dc.subject Structural damage patterns en_US
dc.subject Earthquake performance en_US
dc.subject T & uuml en_US
dc.subject rkiye en_US
dc.title Lessons Learned From Four Recent Turkish Earthquakes: Sivrice-Elazığ, Aegean Sea, and Dual Kahramanmaraş en_US
dc.type Article en_US
dc.wos.citedbyCount 3
dspace.entity.type Publication
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