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Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads

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Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads

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dc.contributor.author Chen, Kang es_ES
dc.contributor.author Tan, Kang Hai es_ES
dc.date.accessioned 2018-10-04T07:07:21Z
dc.date.available 2018-10-04T07:07:21Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/109216
dc.description.abstract [EN] The behaviour of steel and composite beam-column joints was investigated in this paper. A test programme on typical beam-column joints subjected to quasi-static and impact loads was presented. A comparison of different connections was conducted and composite slab effect was investigated. Based on the test results, a component-based modelling approach was proposed and validated. Basic nonlinear springs of beam-column joint models were developed. Mechanical properties of the nonlinear springs were defined based on either current design codes or models proposed by previous researchers. Good agreement with test results was achieved by the component-based models. es_ES
dc.format.extent 10 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 Beam-column joint es_ES
dc.subject Impact load es_ES
dc.subject Column removal es_ES
dc.subject Progressive collpase es_ES
dc.title Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7140
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Chen, K.; Tan, KH. (2018). Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 29-38. https://doi.org/10.4995/ASCCS2018.2018.7140 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/7140 es_ES
dc.description.upvformatpinicio 29 es_ES
dc.description.upvformatpfin 38 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7140 es_ES


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