Comparison of costs according to earthquake of buildings having different stiffening members

Basit Öğe Kaydı
dc.contributor.authorGürsoy, S.
dc.date.accessioned2024-09-29T16:22:08Z
dc.date.available2024-09-29T16:22:08Z
dc.date.issued2013
dc.departmentKarabük Üniversitesien_US
dc.description.abstractThe recent earthquakes occurred in Turkey that located in an active seismic zone of a large part of the residential settlements are seen of damages beyond the limits of the acceptable at reinforced concrete buildings as other structures. Not show the enough performance in earthquakes exposed of these buildings are possible to connect to a lack of one or more of stiffness, ductility, stability, strength and durability characteristics having in themselves. On the other hand, vertical structural elements selected for earthquake-resistant design is obvious to be significant on that damages. In this study in the circumstances, the rough construction costs and performances earthquake of frame systems that having different stiffener members and the conventional reinforced concrete frame system according to earthquake considered different soil types the proposed Regulation about Buildings to be Built in Seismic Zones are comparatively examined. With this purpose, the earthquake performances and mentioned costs (concrete and steel quantities) of reinforced concrete buildings having different stiffeners elements selected as the example were obtained with the help of Sta4-CAD program. The findings obtained from structural analysis of each system taken into account in study are examined, contrary to expectations, of the rough construction costs of buildings mentioned in case use of the different stiffness elements were observed lower than the traditional frameworks.en_US
dc.identifier.endpage544en_US
dc.identifier.issn1300-1884
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-84890323205en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage533en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14619/9843
dc.identifier.volume28en_US
dc.indekslendigikaynakScopusen_US
dc.language.isotren_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi Universityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEarthquakeen_US
dc.subjectFrame systemen_US
dc.subjectSta4-CADen_US
dc.subjectStiffness elementsen_US
dc.titleComparison of costs according to earthquake of buildings having different stiffening membersen_US
dc.title.alternativeFarkli ri?ji?tleşti?ri?ci? elemanlara sahi?p bi?nalarin depreme göre mali?yetleri?ni?n karşilaştirilmasien_US
dc.typeArticleen_US

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