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Comparison of Seismic and Structural Parameters of Settlements in the East Anatolian Fault Zone in Light of the 6 February Kahramanmaraş Earthquakes

dc.authorscopusid 56779720400
dc.authorscopusid 35811895800
dc.authorscopusid 57210155587
dc.authorscopusid 55880819100
dc.authorscopusid 57444459300
dc.authorscopusid 56938391800
dc.authorscopusid 56938391800
dc.authorwosid Harirchian, Ehsan/Aap-3430-2020
dc.authorwosid Hadzima-Nyarko, Marijana/T-1491-2019
dc.authorwosid Arkan, Enes/Jpl-8278-2023
dc.authorwosid Işik, Ercan/Aab-5185-2020
dc.contributor.author Isik, Ercan
dc.contributor.author Hadzima Nyarko, Marijana
dc.contributor.author Avcil, Fatih
dc.contributor.author Buyuksarac, Aydin
dc.contributor.author Arkan, Enes
dc.contributor.author Alkan, Hamdi
dc.contributor.author Harirchian, Ehsan
dc.date.accessioned 2025-05-10T17:24:02Z
dc.date.available 2025-05-10T17:24:02Z
dc.date.issued 2024
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Isik, Ercan; Avcil, Fatih] Bitlis Eren Univ, Dept Civil Engn, TR-13100 Bitlis, Turkiye; [Hadzima-Nyarko, Marijana] Josip Juraj Strossmayer Univ Osijek, Dept Civil Engn, Vladimira Preloga 3, Osijek 31000, Croatia; [Buyuksarac, Aydin] Canakkale 18 Mart Univ, Biga Vocat Sch, TR-17200 Canakkale, Turkiye; [Arkan, Enes] Bitlis Eren Univ, Dept Architecture, TR-13100 Bitlis, Turkiye; [Alkan, Hamdi] Yuzuncu Yil Univ, Dept Geophs, TR-65080 Van, Turkiye; [Harirchian, Ehsan] Bauhaus Univ Weimar, Inst Struct Mech ISM, D-99423 Weimar, Germany en_US
dc.description.abstract On 6 February 2023, two very large destructive earthquakes occurred in the East Anatolian Fault Zone (EAFZ), one of T & uuml;rkiye's primary tectonic members. The fact that these earthquakes occurred on the same day and in the same region increased the extent of the destruction. Within the scope of this study, twenty different settlements affected by earthquakes and located directly on the EAFZ were taken into consideration. Significant destruction and structural failure at different levels were induced in reinforced concrete (RC) structures, the dominant urban building stock in these regions. To determine whether the earthquake hazard is adequately represented, the PGA values predicted in the last two earthquake hazard maps used in T & uuml;rkiye for these settlements were compared with the measured PGAs from actual earthquakes. Subsequently, the damage to reinforced concrete structures in these settlements was evaluated within the scope of construction and earthquake engineering. In the final part of the study, static pushover analyses were performed on a selected example of a reinforced concrete building model, and target displacement values for different performance levels were determined separately for each earthquake. For the 20 different settlements considered, the displacements were also derived based on the values predicted in the last two earthquake hazard maps, and comparisons were made. While the target displacements were exceeded in some settlements, there was no exceedance in the other settlements. The realistic presentation of earthquake hazards will enable the mentioned displacements predicted for different performance levels of structures to be determined in a much more realistic manner. As a result, the performance grades predicted for the structures will be estimated more accurately. en_US
dc.description.sponsorship European Union under the program Erasmus+ KA220-HED-Cooperation partnerships in higher education [2023-1-HR01-KA220-HED-000165929] en_US
dc.description.sponsorship The 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 25 July 2024)], co-funded by the European Union under the program Erasmus+ KA220-HED-Cooperation partnerships in higher education. en_US
dc.description.woscitationindex Emerging Sources Citation Index
dc.identifier.doi 10.3390/infrastructures9120219
dc.identifier.issn 2412-3811
dc.identifier.issue 12 en_US
dc.identifier.scopus 2-s2.0-85213412167
dc.identifier.scopusquality Q2
dc.identifier.uri https://doi.org/10.3390/infrastructures9120219
dc.identifier.uri https://hdl.handle.net/20.500.14720/11080
dc.identifier.volume 9 en_US
dc.identifier.wos WOS:001384734400001
dc.identifier.wosquality N/A
dc.language.iso en en_US
dc.publisher Mdpi en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Kahramanmara & Scedil en_US
dc.subject Earthquake Couple en_US
dc.subject Reinforced Concrete en_US
dc.subject Pga en_US
dc.subject Target Displacements en_US
dc.title Comparison of Seismic and Structural Parameters of Settlements in the East Anatolian Fault Zone in Light of the 6 February Kahramanmaraş Earthquakes en_US
dc.type Article en_US

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