A site survey of damaged RC buildings in Izmir after the Aegean sea earthquake on October 30, 2020

dc.authoridTunc, Gokhan/0000-0002-8307-1060
dc.authoridAkis, Tolga/0000-0002-6754-4497
dc.authorscopusid31767605700
dc.authorscopusid6603220627
dc.authorscopusid55144319800
dc.authorwosidTunc, Gokhan/T-8015-2017
dc.contributor.authorMertol, Halit Cenan
dc.contributor.authorTunç, Gökhan
dc.contributor.authorAkış, Tolga
dc.contributor.otherCivil Engineering
dc.date.accessioned2024-07-05T15:26:35Z
dc.date.available2024-07-05T15:26:35Z
dc.date.issued2023
dc.departmentAtılım Universityen_US
dc.department-temp[Mertol, Halit Cenan; Tunc, Gokhan; Akis, Tolga] Atilim Univ, Dept Civil Engn, Ankara, Turkiyeen_US
dc.descriptionTunc, Gokhan/0000-0002-8307-1060; Akis, Tolga/0000-0002-6754-4497en_US
dc.description.abstractAn earthquake with a magnitude of Mw = 6.6 and a depth of approximately 16.5 km occurred on 30 October 2020 off the cost of Samos, a Greek island 35 km southwest of Seferihisar, a town in Izmir. The earthquake caused several collapses and severe structural damage in approximately 6,000 buildings, specifically in the Bayrakli District in Izmir Bay. This paper presents the observations and findings of a technical team that visited the earthquake -affected areas immediately after the earthquake. Eleven partially or fully collapsed and several severely damaged reinforced concrete buildings were investigated. Based on the site investigations, we observed that almost all of the collapsed or severely damaged reinforced concrete buildings in the region were built between 1975 and 2000. Site observations also confirmed that the construction of these collapsed or damaged buildings did not conform to the requirements outlined in the Turkish Earthquake Codes used at the time. The failures and severe damage to buildings in earthquake-affected areas are primarily related to inadequate reinforcement configuration, poor material quality, the absence of geotechnical studies, and framing problems related to their lateral load-carrying systems. Therefore, it is recommended that all the buildings located in and around Izmir Bay, particularly those built between 1975 and 2000, be structurally evaluated to prevent any further loss of life and property during future earthquakes.en_US
dc.identifier.citation2
dc.identifier.doi10.14256/JCE.3343.2021
dc.identifier.endpage470en_US
dc.identifier.issn0350-2465
dc.identifier.issn1333-9095
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-85162035523
dc.identifier.startpage451en_US
dc.identifier.urihttps://doi.org/10.14256/JCE.3343.2021
dc.identifier.urihttps://hdl.handle.net/20.500.14411/2553
dc.identifier.volume75en_US
dc.identifier.wosWOS:001021920500003
dc.identifier.wosqualityQ4
dc.language.isoenen_US
dc.publisherCroatian Soc Civil Engineers-hsgien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectstructural failureen_US
dc.subjectreinforced concrete buildingsen_US
dc.subject2020 Aegean Sea earthquakeen_US
dc.subjectIzmiren_US
dc.titleA site survey of damaged RC buildings in Izmir after the Aegean sea earthquake on October 30, 2020en_US
dc.typeArticleen_US
dspace.entity.typePublication
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