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Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with steel column

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Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with steel column

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dc.contributor.author Nakaue, Shinya es_ES
dc.contributor.author Nishimura, Yasushi es_ES
dc.date.accessioned 2018-10-03T06:45:11Z
dc.date.available 2018-10-03T06:45:11Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/109046
dc.description.abstract [EN] To improve the bearing failure behavior of the exterior steel beam-reinforced concrete column joints composed of reinforced concrete columns, joint details using steel column was proposed. Steel column was attached to the lower flanges at right angles to the steel flange. The objective of this study is to clarify the effectiveness of proposed joint details experimentally and theoretically. To clarify the influence of steel column on the bearing failure of the joint, seven T-shaped subassemblages were tested under reversed cyclic loading. All specimens had the same cross sections of the steel beam. The experimental variables were the embedded length of the steel column, whether there is the end plate at the tip of the embedded steel column, and, the arrangement of transverse reinforcement ratio surrounding the steel column. The following remarks can be drawn from the test results. 1) In case of the specimen with a short embedded length of the steel column, the punching shear failure on the upper surface of the steel beam flange was remarkable when the maximum strength was reached. However, in the specimen with long embedded length of steel column, it was not observed the punching shear failure. 2) The maximum strength increased with the embedded length of the steel column. Further, the maximum strength of the specimen with the embedded length of three times of the steel column depths is subjected to bending yield strength of the steel column. 3) It was shown that the transverse reinforcement to surround the steel column and the end plate were necessary to improve the bearing failure of the joint. es_ES
dc.format.extent 7 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject S beam es_ES
dc.subject RC columns es_ES
dc.subject Beam-column joints es_ES
dc.subject Bearing Failure Behavior es_ES
dc.subject Punching Shear Failure es_ES
dc.title Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with steel column es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7077
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Nakaue, S.; Nishimura, Y. (2018). Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with steel column. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 491-497. https://doi.org/10.4995/ASCCS2018.2018.7077 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7077 es_ES
dc.description.upvformatpinicio 491 es_ES
dc.description.upvformatpfin 497 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7077 es_ES


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