Yayın:
Reliability Assessment of Existing Equations Predicting the Shear Strength of Reinforced Concrete Beams without Stirrups

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dc.contributor.authorArslan, Guray
dc.contributor.authorIbis, Aydogan
dc.contributor.authorAlacali, Sema Noyan
dc.contributor.institutionauthorALACALI, Sema
dc.date.accessioned2026-06-27T13:30:10Z
dc.date.issued2014
dc.description.abstractCodes keep the probability of shear failure low in order to prevent a reinforced concrete member from reaching its ultimate strength through shear failure, which is sudden and brittle. Numerous equations for predicting the cracking shear strength of a reinforced concrete beam without stirrups have been proposed in the previous studies. In this study, performance functions related to the equations given by four codes and seven researches are developed considering beams with various geometrical and material properties. The reliability of these equations is assessed based on the performance functions by using second-moment approach. According to the failure probabilities based on different distributions, it is observed that the equation given by EN92 is the most reliable one.en
dc.identifier.endpage6623
dc.identifier.issn1300-3453
dc.identifier.issue1
dc.identifier.startpage6601
dc.identifier.urihttps://hdl.handle.net/20.500.14981/53282
dc.identifier.volume25
dc.identifier.wos000329473500002
dc.language.isotur
dc.publisherTURKISH CHAMBER CIVIL ENGINEERS
dc.relation.ispartofTEKNIK DERGI
dc.subjectReinforced concrete
dc.subjectbeam
dc.subjectshear strength
dc.subjectprobabilistic
dc.subjectreliability
dc.subjectfailure
dc.subjectEngineering
dc.titleReliability Assessment of Existing Equations Predicting the Shear Strength of Reinforced Concrete Beams without Stirrups
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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