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THE INVESTIGATION OF THE STRENGTH REDUCTION FACTOR IN PREDICTING THE SHEAR STRENGTH

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dc.contributor.authorArslan, Guray
dc.contributor.authorAlacali, Sema Noyan
dc.contributor.authorSagiroglu, Ali
dc.contributor.institutionauthorALACALI, Sema
dc.date.accessioned2026-06-27T13:42:04Z
dc.date.issued2015
dc.description.abstractDesign codes propose to restrict the nominal probability of failure within specific target structural reliability levels using a load factor and a strength reduction factor. In the current ACI318 Code, the strength reduction factor varies from 0.65 to 0.90, and the value considered in predicting the shear strength equals to 0.75. In this study, the change in the strength reduction factor in predicting the shear strength according to ACI318 has been investigated for different coefficients of variation of concrete compressive strength by using the first-order second moment approach, and the strength reduction factor is proposed for the target values of failure probability.en
dc.identifier.endpage381
dc.identifier.issn1429-2955
dc.identifier.issue2
dc.identifier.startpage371
dc.identifier.urihttps://hdl.handle.net/20.500.14981/54213
dc.identifier.volume53
dc.identifier.wos000356756600010
dc.language.isoeng
dc.publisherPOLISH SOC THEORETICAL & APPLIED MECHANICS
dc.relation.ispartofJOURNAL OF THEORETICAL AND APPLIED MECHANICS
dc.subjectreinforced concrete
dc.subjectbeam
dc.subjectshear strength
dc.subjectreduction factor
dc.subjecttarget reliability
dc.subjectREINFORCED-CONCRETE BEAMS
dc.subjectRELIABILITY-BASED DESIGN
dc.subjectWEB REINFORCEMENT
dc.subjectMEMBERS
dc.subjectPERFORMANCE
dc.subjectRESISTANCE
dc.subjectSTIRRUPS
dc.subjectSLABS
dc.subjectCODE
dc.subjectMechanics
dc.titleTHE INVESTIGATION OF THE STRENGTH REDUCTION FACTOR IN PREDICTING THE SHEAR STRENGTH
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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