Effective flexural rigidities for ordinary reinforced concrete columns and beams

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dc.authorid0000-0003-0962-9174en_US
dc.contributor.authorAvsar, O.
dc.contributor.authorBayhan, Beyhan
dc.contributor.authorYakut, A.
dc.date.accessioned2021-03-20T20:15:35Z
dc.date.available2021-03-20T20:15:35Z
dc.date.issued2014
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractCurrent effective flexural rigidities proposed for use in design and analyses of reinforced concrete structures have been examined. The level of accuracy in the estimation of section rigidity plays a very important role in determining realistic values for the structural stiffness and hence the seismic forces imposed. The most significant parameters influencing the effective rigidity, which reflects the effect of cracking as well as the theoretical yielding of reinforced concrete sections, have been determined through comprehensive moment-curvature analyses of various reinforced concrete sections. The geometry, axial load level, concrete strength and the amount of compression and tension reinforcements have been identified as the most important factors affecting the effective rigidity. New relationships that are believed to represent the effective stiffness of reinforced concrete members have been adequately developed. Efficiency of the code-specified and proposed values has been investigated through experimental data and parametric studies. It has been observed that the relationships developed herein have provided the most accurate results in prediction of the effective rigidity of older-type structural elements with low-strength and longitudinal reinforcement ratio. They can be used for assessment of ordinary buildings. Copyright (c) 2012 John Wiley & Sons, Ltd.en_US
dc.identifier.doi10.1002/tal.1056en_US
dc.identifier.endpage482en_US
dc.identifier.issn1541-7794
dc.identifier.issn1541-7808
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage463en_US
dc.identifier.urihttp://doi.org/10.1002/tal.1056
dc.identifier.urihttps://hdl.handle.net/20.500.12885/1211
dc.identifier.volume23en_US
dc.identifier.wosWOS:000332987800004en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorBayhan, Beyhan
dc.language.isoenen_US
dc.publisherWiley-Blackwellen_US
dc.relation.ispartofStructural Design Of Tall And Special Buildingsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectordinaryen_US
dc.subjectreinforced concreteen_US
dc.subjecteffective rigidityen_US
dc.subjectmoment-curvature analysisen_US
dc.subjectseismicen_US
dc.titleEffective flexural rigidities for ordinary reinforced concrete columns and beamsen_US
dc.typeArticleen_US

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İnşaat Mühendisliği Bölümü Yayın Koleksiyonu
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