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dc.contributor.authorYang, Keun-Hyeok*
dc.contributor.authorChung, H-S.*
dc.contributor.authorAshour, Ashraf*
dc.date.accessioned2016-02-12T10:27:31Z
dc.date.available2016-02-12T10:27:31Z
dc.date.issued2007
dc.identifier.citationYang, K. H., Chung, H. S. and Ashour, A. F. (2007) Influence of shear reinforcement on reinforced concrete continuous deep beams. ACI Structural Journal, Vol. 104, No. 4, pp. 420-429.en_US
dc.identifier.urihttp://hdl.handle.net/10454/7770
dc.descriptionyesen_US
dc.description.abstractTest results of 24 reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth ratio (a/h) and the amount and configuration of shear reinforcement. The results of this study show that the load transfer capacity of shear reinforcement was much more prominent in continuous deep beams than in simply supported deep beams. For beams having an a/ h of 0.5, horizontal shear reinforcement was always more effective than vertical shear reinforcement. The ratio of the load capacity measured and that predicted by the strutand-tie model recommended by ACI 318-05 dropped against the increase of a/h. This decrease rate was more remarkable in continuous deep beams than that in simple deep beams. The strut-and-tie model recommended by ACI 318-05 overestimated the strength of continuous deep beams having a/ h more than 1.0.en_US
dc.language.isoenen_US
dc.rights© 2007 ACI. Reproduced in accordance with the publisher's self-archiving policy.en_US
dc.subjectReinforced Concrete; Beams; Load; Shear reinforcement; Strut-and-tie modelen_US
dc.titleInfluence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beamsen_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionAccepted Manuscripten_US
dc.identifier.doihttps://doi.org/10.14359/18772
refterms.dateFOA2018-07-25T12:14:23Z


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