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Effective flexural rigidities for ordinary reinforced concrete columns and beams

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dc.contributor.authorAvşar, Özgür
dc.contributor.authorBeyhan Bayhan
dc.contributor.authorAhmet Yakut
dc.contributor.orcid0000-0001-7246-9631
dc.contributor.orcid0000-0003-0962-9174
dc.contributor.orcid0000-0003-3664-7634
dc.date.accessioned2025-11-13T10:13:58Z
dc.date.issued2012-11-05
dc.identifier.doihttps://doi.org/10.1002/tal.1056
dc.identifier.endpage482
dc.identifier.issn1541-7794
dc.identifier.issue6
dc.identifier.openalexW1917372656
dc.identifier.startpage463
dc.identifier.urihttps://hdl.handle.net/11421/3525
dc.identifier.urihttps://doi.org/10.1002/tal.1056
dc.identifier.volume23
dc.language.isoen
dc.relation.ispartofThe Structural Design of Tall and Special Buildings
dc.rightsopenAccess
dc.subjectFlexural rigidity
dc.subjectStiffness
dc.subjectStructural engineering
dc.subjectRigidity (electromagnetism)
dc.subjectCracking
dc.subjectReinforced concrete
dc.subjectReinforcement
dc.subjectCurvature
dc.subjectFlexural strength
dc.subjectParametric statistics
dc.subjectNeutral axis
dc.subjectReinforced solid
dc.subjectMaterials science
dc.subjectComputer science
dc.subjectMathematics
dc.subjectComposite material
dc.subjectEngineering
dc.subjectBeam (structure)
dc.subjectGeometry
dc.subject.sdg11
dc.titleEffective flexural rigidities for ordinary reinforced concrete columns and beams
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5043167052

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