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dc.contributor.authorBrachmann, Ingo
dc.contributor.authorBrowning, JoAnn
dc.contributor.authorMatamoros, Adolfo B.
dc.date.accessioned2017-03-09T18:25:05Z
dc.date.available2017-03-09T18:25:05Z
dc.date.issued2004
dc.identifier.citationBrachmann, I., Browning, J.P., Matamoros, A., “Drift–Dependent Confinement Requirements for Reinforced Concrete Columns Under Cyclic Loading,” ACI Structural Journal, Vol. 101, No.5, September-October 2004, pp. 669-677en_US
dc.identifier.urihttp://hdl.handle.net/1808/23375
dc.description.abstractThe influence of transverse reinforcement and axial load on the drift limit of rectangular columns was investigated using test results from 184 specimens subjected to cyclic loading. Columns within the set were selected to have shear span-to-depth ratios of at least equal to 2.5 so that truss action would be the primary mechanism of shear resistance and the deformation component related to shear would be small compared with that related to flexure. Expressions relating the limiting drift ratio to the axial load ratio and the amount of confining reinforcement were evaluated. Equations indicating the amount of confining reinforcement required to achieve a given limiting drift ratio for reinforced concrete columns in regions of moderate and high seismicity are proposed.en_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectColumnsen_US
dc.subjectFlexureen_US
dc.subjectLoaden_US
dc.subjectReinforced Concreteen_US
dc.titleDrift-Dependent Confinement Requirements for Reinforced Concrete Columns Under Cyclic Loadingen_US
dc.typeArticleen_US
kusw.kuauthorBrachmann, Ingo
kusw.kuauthorBrowning, JoAnn
kusw.kuauthorMatamoros, Adolfo B.
kusw.kudepartmentInfrastructure Research Instituteen_US
kusw.oastatusna
kusw.oaversionScholarly/refereed, publisher versionen_US
kusw.oapolicyThis item does not meet KU Open Access policy criteria.en_US
dc.rights.accessrightsopenAccess


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