Increasing the Vertical Load Capacity of Reinforced Concrete Waffle Slabs With Varying Operating Loads Using CFRP

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dc.contributor.authorBal, Ahmet
dc.date.accessioned2024-10-29T17:50:32Z
dc.date.available2024-10-29T17:50:32Z
dc.date.issued2023
dc.departmentTekirdağ Namık Kemal Üniversitesien_US
dc.description.abstractRetrofit with fiber polymer composites is one of the new generations retrofitting techniques that is rapidly becoming widespread. CFRP provide effective solutions in terms of durability as well as increasing the flexural strength and shearing capacities of RC structural elements. It is more suitable than traditional retrofitting techniques, especially in buildings where the architectural function must be preserved. The subject of the study is to determine the earthquake performance according to TBEC2018 principles of the existing medicine production facility with a frame system, which was built with conventional RC method in Çorlu. In practice, the effectiveness of retrofitting with CFRPs was investigated within the scope of the study. After determining the earthquake performance of the building, the realization of the additional effects that will occur due to the operating loads expected to increase on the structure, with the retrofit using CFRPs, was designed and applied on the site. In a highly hygienic environment, retrofitting alternatives have been investigated and structural safety comparison has been made. In the earthquake retrofitting application of the building, the advantages of retrofit with composite materials were utilized and advantages and disadvantages were determined compared to traditional methods.en_US
dc.identifier.doi10.30855/gmbd.07050775
dc.identifier.endpage421en_US
dc.identifier.issn2149-4916
dc.identifier.issn2149-9373
dc.identifier.issue3en_US
dc.identifier.startpage411en_US
dc.identifier.trdizinid1228414en_US
dc.identifier.urihttps://doi.org/10.30855/gmbd.07050775
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1228414
dc.identifier.urihttps://hdl.handle.net/20.500.11776/13050
dc.identifier.volume9en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofGazi Mühendislik Bilimleri Dergisien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCFRPen_US
dc.subjectearthquakeen_US
dc.subjectretrofittingen_US
dc.subjectreinforced concrete structuresen_US
dc.subjectwaffle slabsen_US
dc.titleIncreasing the Vertical Load Capacity of Reinforced Concrete Waffle Slabs With Varying Operating Loads Using CFRPen_US
dc.typeArticleen_US

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