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Exterior RC beam-column joints: New design approach

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dc.contributor.author Kotsovou, G en
dc.contributor.author Mouzakis, H en
dc.date.accessioned 2014-03-01T02:09:00Z
dc.date.available 2014-03-01T02:09:00Z
dc.date.issued 2012 en
dc.identifier.issn 01410296 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/29767
dc.subject Beam-column joints en
dc.subject Cyclic loading en
dc.subject Diagonal bars en
dc.subject Reinforced concrete en
dc.subject Seismic design en
dc.subject Steel end plates en
dc.subject.other Beam-column joints en
dc.subject.other Code performance en
dc.subject.other Cyclic loadings en
dc.subject.other Design solutions en
dc.subject.other Endplates en
dc.subject.other Joint reinforcement en
dc.subject.other Linear element en
dc.subject.other New design en
dc.subject.other Structural behaviour en
dc.subject.other Structural characteristics en
dc.subject.other Anchorages (concrete construction) en
dc.subject.other Cyclic loads en
dc.subject.other Reinforced concrete en
dc.subject.other Seismic design en
dc.subject.other Reinforcement en
dc.subject.other cyclic loading en
dc.subject.other design en
dc.subject.other earthquake mechanism en
dc.subject.other reinforced concrete en
dc.subject.other seismic design en
dc.subject.other steel en
dc.title Exterior RC beam-column joints: New design approach en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.engstruct.2012.03.049 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.engstruct.2012.03.049 en
heal.publicationDate 2012 en
heal.abstract The paper proposes a method for the seismic design of external beam-column joints by considering that the load transferred from the linear elements to the joint is predominantly resisted by a diagonal strut mechanism. The work presented is intended not only to verify the validity of the proposed method, but also to identify means for its implementation that will maximize its effectiveness. These means are linked with structural characteristics such as the bond between concrete and the portion of the longitudinal linear element reinforcement extending into the joint, the method adopted for anchoring the beam reinforcement and the joint reinforcement arrangement. The effect of the above characteristics on structural behaviour is established by testing full-size beam-column joint specimens under cyclic loading; the results obtained show that the proposed method produces design solutions that fully satisfy the code performance requirements and are found consistent with already published experimental information. © 2012 Elsevier Ltd. en
heal.journalName Engineering Structures en
dc.identifier.doi 10.1016/j.engstruct.2012.03.049 en
dc.identifier.volume 41 en
dc.identifier.spage 307 en
dc.identifier.epage 319 en


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