A Site Survey of Damaged Rc Buildings in Izmir After the Aegean Sea Earthquake on October 30, 2020

dc.authorid Tunc, Gokhan/0000-0002-8307-1060
dc.authorid Akis, Tolga/0000-0002-6754-4497
dc.authorscopusid 31767605700
dc.authorscopusid 6603220627
dc.authorscopusid 55144319800
dc.authorwosid Tunc, Gokhan/T-8015-2017
dc.contributor.author Mertol, Halit Cenan
dc.contributor.author Tunc, Gokhan
dc.contributor.author Akis, Tolga
dc.contributor.other Civil Engineering
dc.date.accessioned 2024-07-05T15:26:35Z
dc.date.available 2024-07-05T15:26:35Z
dc.date.issued 2023
dc.department Atılım University en_US
dc.department-temp [Mertol, Halit Cenan; Tunc, Gokhan; Akis, Tolga] Atilim Univ, Dept Civil Engn, Ankara, Turkiye en_US
dc.description Tunc, Gokhan/0000-0002-8307-1060; Akis, Tolga/0000-0002-6754-4497 en_US
dc.description.abstract An 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.citationcount 2
dc.identifier.doi 10.14256/JCE.3343.2021
dc.identifier.endpage 470 en_US
dc.identifier.issn 0350-2465
dc.identifier.issn 1333-9095
dc.identifier.issue 5 en_US
dc.identifier.scopus 2-s2.0-85162035523
dc.identifier.startpage 451 en_US
dc.identifier.uri https://doi.org/10.14256/JCE.3343.2021
dc.identifier.uri https://hdl.handle.net/20.500.14411/2553
dc.identifier.volume 75 en_US
dc.identifier.wos WOS:001021920500003
dc.identifier.wosquality Q4
dc.institutionauthor Mertol, Halit Cenan
dc.institutionauthor Tunç, Gökhan
dc.institutionauthor Akış, Tolga
dc.language.iso en en_US
dc.publisher Croatian Soc Civil Engineers-hsgi 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 3
dc.subject structural failure en_US
dc.subject reinforced concrete buildings en_US
dc.subject 2020 Aegean Sea earthquake en_US
dc.subject Izmir en_US
dc.title A Site Survey of Damaged Rc Buildings in Izmir After the Aegean Sea Earthquake on October 30, 2020 en_US
dc.type Article en_US
dc.wos.citedbyCount 3
dspace.entity.type Publication
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