Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/57276
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dc.contributor.authorSenel, Sevket Murat-
dc.contributor.authorKayhan, Ali Haydar-
dc.contributor.authorPalanci, Mehmet-
dc.contributor.authorDemir, A.-
dc.date.accessioned2024-06-01T09:10:28Z-
dc.date.available2024-06-01T09:10:28Z-
dc.date.issued2024-
dc.identifier.issn1363-2469-
dc.identifier.issn1559-808X-
dc.identifier.urihttps://doi.org/10.1080/13632469.2024.2336206-
dc.identifier.urihttps://hdl.handle.net/11499/57276-
dc.description.abstractTwo major earthquakes with moment magnitudes of 7.7 and 7.6 struck the districts of Pazarc & imath;k and Elbistan, causing thousands of deaths and severe damage. A lot of buildings located in 11 different cities were damaged or collapsed. In addition to urban areas, industrial regions were also affected and damaged by these earthquakes. In this study, the results of assessment studies performed in the industrial zones located in Malatya, Ad & imath;yaman, Kahramanmaras, Osmaniye, and Hatay cities are presented. The maximum seismic demands instrumented by the strong ground motion stations were first investigated. Then, the acceleration records obtained from the stations near the visited industrial zones were studied, and the spectral demands were compared to the code spectra. Obtained results have revealed that spectral acceleration and displacement demands are higher than that of design earthquake in many stations. Even in some stations, it was determined that the spectral demands, especially in the constant velocity region where the periods of precast industrial buildings are located, also exceeded the demand of the maximum earthquake of the code. After demand assessment studies, the structural properties of existing precast buildings are presented, and the reasons behind the damages are discussed. Site inspections have shown that connection failures are the most common type of damage observed. The overturning of roof girders and shear damage at corbels and beam ends are the typical forms of joint failures. Column flexural failures and other factors that cause the structural damage are discussed and explained. Non-structural damage was also determined in many buildings. Damage to suspended ceilings, facade cladding, products and equipment, and partition walls are the typical examples of non-structural damage observed. Reconnaissance studies have shown that the damaged building ratio in Kahramanmaras Turkoglu and Ad & imath;yaman Petrol industrial zones is significantly higher than in other regions visited. Damage distributions in Kahramanmaras Turkoglu and Ad & imath;yaman Petrol industrial zones, where comprehensive information was gathered, are presented and evaluated.en_US
dc.description.sponsorshipthe Scientific and Technological Research Council of Turkiye (TUBITAK) [123D078]; Scientific and Technological Research Council of Turkiye (TUBITAK)en_US
dc.description.sponsorshipThe research reported in this paper was supported by the Scientific and Technological Research Council of Turkiye (TUBITAK) under Project No. 123D078. The authors also wish to express their gratitude to the directorate of the Denizli organized industrial zone for support of communication with visited organized industrial zone in earthquake region.en_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofJournal of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPrecast industrial buildingsen_US
dc.subjectKahramanmaras earthquakesen_US
dc.subjectstructural damageen_US
dc.subjectnon-structural damageen_US
dc.subjectconnection damageen_US
dc.subjectPerformanceen_US
dc.subjectDemandsen_US
dc.subjectTurkeyen_US
dc.titleAssessment of damages in precast industrial buildings in the aftermath of Pazarcık and Elbistan Earthquakesen_US
dc.typeArticleen_US
dc.typeArticle; Early Accessen_US
dc.departmentPamukkale Universityen_US
dc.identifier.doi10.1080/13632469.2024.2336206-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid16317289700-
dc.authorscopusid34969279400-
dc.authorscopusid57193708269-
dc.authorscopusid57196758191-
dc.identifier.scopus2-s2.0-85192346145en_US
dc.identifier.wosWOS:001215371000001en_US
dc.institutionauthor-
item.languageiso639-1en-
item.openairetypeArticle-
item.openairetypeArticle; Early Access-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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