Determination of new load and resistance factors for reinforced concrete structural members

dc.contributor.authorFırat, Fatih Kürşat
dc.contributor.authorYücemen, M.Semih
dc.date.accessioned2019-05-29T12:04:20Z
dc.date.available2019-05-29T12:04:20Z
dc.date.issued2014
dc.departmentMühendislik Fakültesi
dc.description.abstractIn this study, a procedure for the determination of new load and resistance factors for reinforced concrete structural members is proposed in view of the fact that the design practice in Turkey has changed after the occurrence of major earthquakes. The implementation of the procedure is carried out for the shear failure mode of reinforced concrete beams subjected to dead and live load combination. First, the statistical parameters for the quantification of uncertainty involved in the design variables, modeling and loads are assessed based on the available data and knowledge. Then, the level of risk related with the current design practice is quantified in terms of the reliability index, ?. Target reliability index ?T, is selected in view of the ? values computed for the current design practice. By using the resulting target reliability index ?T, the load and resistance factors are computed based on the Advanced First Order Second Moment Method
dc.identifier.endpage1808en_US
dc.identifier.issn1300-3453
dc.identifier.issue-en_US
dc.identifier.scopusqualityN/A
dc.identifier.startpage1785en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12451/1122
dc.identifier.volume25en_US
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherTMMOB İnşaat Mühendisleri Odası
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectReinforced Concrete Beams
dc.subjectLoad and Resistance Factors
dc.subjectUncertainty
dc.subjectEarthquake Load
dc.subjectReliability
dc.titleDetermination of new load and resistance factors for reinforced concrete structural members
dc.typeArticle

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