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dc.contributor.authorMurata, Yoshiyuki
dc.contributor.authorKitayama, Kazuhiro
dc.contributor.authorKishida, Shinji
dc.contributor.authorMurakami, Ken
dc.date.accessioned2023-01-18T15:49:01Z
dc.date.available2023-01-18T15:49:01Z
dc.date.issued2022
dc.identifier.citationActa Polytechnica. 2022, vol. 33, no. , p. 383-390.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106313
dc.description.abstractIt is necessary to generate the yield position away from the column face to minimize damage to the beam-column joint during a large earthquake in a reinforced concrete building. The same efficacy can be realized using partially high strengthened rebar. The number of longitudinal bars can be calculated for a bending moment smaller than the column face, reducing their number compared to the conventional bar-arrangement method. This paper describes reinforced concrete an interior beam-column subassemblage tests using this rebar as the longitudinal bars of beams and a column. The beam yield hinge was formed at a position apart from the column face, and the damage to the beam-column joint was less than the conventional bar-arrangement method. Additionally, the good performance was obtained if the bending strength of the column was large, even if the shear capacity margin of the beam-column joint was small. The column-beam flexural strength ratio and shear capacity margin at the beam-column joint need to be set with consideration of their relationship.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/8031
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleAn experimental study of reinforced concrete beamcolumn joint with partially high strengthened longitudinal bar
dc.typearticleen
dc.date.updated2023-01-18T15:49:01Z
dc.identifier.doi10.14311/APP.2022.33.0383
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
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