- -

Numerical study on steel-concrete composite floor systems under corner column removal scenario

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Numerical study on steel-concrete composite floor systems under corner column removal scenario

Show simple item record

Files in this item

dc.contributor.author Fu, Qiu Ni es_ES
dc.contributor.author Tan, Kang Hai es_ES
dc.date.accessioned 2018-09-25T07:41:08Z
dc.date.available 2018-09-25T07:41:08Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/108086
dc.description.abstract [EN] This paper evaluates the robustness of steel-concrete composite floor systems subjected to Corner Column (CC) removal scenario based on numerical simulations. Firstly, a FE model is statically analysed subjected to a CC removal scenario, yielding the static load-displacement curve, the failure mode and load-transfer mechanisms. These results are compared with those of composite floor systems under an Internal Column (IC) removal scenario. Besides, the FE model was dynamically analysed by six times under the respective six levels of loads by suddenly removing the corner column. The dynamic displacement-time responses under all levels of loads were obtained. Six pairs of load versus peak displacement constitute the pseudo-static response, to assess the load-carrying capacity and ductility of this composite floor system subjected to a sudden corner-column-removal scenario. Lastly, dynamic increase factors (DIFs) are obtained through comparing the quasi-static and pseudo-static responses, which is further compared with DIF under IC scenario. es_ES
dc.format.extent 8 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 Progressive collapse es_ES
dc.subject Composite structures es_ES
dc.subject Column-removal scenario es_ES
dc.subject Dynamic behaviour es_ES
dc.subject Numerical study es_ES
dc.title Numerical study on steel-concrete composite floor systems under corner column removal scenario es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.6941
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Fu, QN.; Tan, KH. (2018). Numerical study on steel-concrete composite floor systems under corner column removal scenario. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 897-904. https://doi.org/10.4995/ASCCS2018.2018.6941 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/6941 es_ES
dc.description.upvformatpinicio 897 es_ES
dc.description.upvformatpfin 904 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\6941 es_ES


This item appears in the following Collection(s)

Show simple item record