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

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dc.contributor.authorFırat, Fatih Kürşat
dc.contributor.authorYücemen, M. Semih
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-29T19:30:29Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-29T19:30:29Z
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 uncertainties involved in the design variables are assessed based on the available data. Then, the level of risk related with the current design practice is quantified in terms of the reliability index, beta. Target reliability index, beta(T), is selected in view of the beta values computed for the current design practice. By using the resulting target reliability index, beta(T), the load and resistance factors are computed based on the Advanced First Order Second Moment Method.
dc.identifier.endpage6829en_US
dc.identifier.issn1300-3453
dc.identifier.issue3en_US
dc.identifier.scopusqualityN/A
dc.identifier.startpage6805en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12451/6281
dc.identifier.volume25en_US
dc.identifier.wosWOS:000339783800002
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isotr
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectReinforced Concrete Beams
dc.subjectLoad and Resistance Factors
dc.subjectUncertainty
dc.subjectEarthquake Load
dc.subjectReliability
dc.titleDetermination of reliabffity based new load and resistance factors for reinforced concrete structural members
dc.typeArticle

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