A Parametric Computational Study of RC Building Structures under Corner-Column Removal Situations

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dc.contributor.affiliationDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.affiliationInstituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
dc.contributor.authorBuitrago, Manuel
dc.contributor.authorBertolesi, Elisaes_ES
dc.contributor.authorGarzón-Roca, Julioes_ES
dc.contributor.authorSagaseta, Juanes_ES
dc.contributor.authorAdam, Jose M
dc.contributor.funderFundación BBVAes_ES
dc.contributor.funderUK Research and Innovationes_ES
dc.contributor.funderGeneralitat Valencianaes_ES
dc.contributor.funderAgencia Estatal de Investigaciónes_ES
dc.contributor.funderUniversitat Politècnica de Valènciaes_ES
dc.contributor.funderEngineering and Physical Sciences Research Council, Reino Unidoes_ES
dc.date.accessioned2021-02-09T04:32:41Z
dc.date.available2021-02-09T04:32:41Z
dc.date.issued2020-12es_ES
dc.description.abstract[EN] Building progressive collapse is currently one of the hottest topics in the structural engineering field. Most of the research carried out to date on this topic has been focused on the structural analysis of the failure of one or more columns in a building to determine the Alternative Load Paths (ALPs) the structure can activate. Past research was mainly focused on extreme situations with high loads and large structural deformations and, to a lesser extent, research looked at lower loads used in design accidental situations, which requires a different set of assumptions in the analysis. This paper describes a study aimed at analysing accidental design situations in corner-column removal scenarios in reinforced concrete (RC) building structures and evaluating the available real ALPs in order to establish practical recommendations for design situations that could be taken into account in future design codes. A wide parametric computational analysis was carried out with advanced Finite Element (FE) models which the authors validated by full¿scale tests on a purpose¿built building structure. The findings allowed us to: (i) establish design recommendations, (ii) demonstrate the importance of Vierendeel action and (iii) recommend Dynamic Amplification Factors (DAFs) for design situations.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationBuitrago, M.; Bertolesi, E.; Garzón-Roca, J.; Sagaseta, J.; Adam, JM. (2020). A Parametric Computational Study of RC Building Structures under Corner-Column Removal Situations. Applied Sciences. 10(24):1-27. https://doi.org/10.3390/app10248911es_ES
dc.description.issue24es_ES
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dc.description.sponsorshipThis research was funded by Fundacion BBVA-Becas Leonardo a Investigadores y Creadores Culturales 2017; the Spanish Ministry of Economy, Industry and Competitiveness, grant number BIA2017-88322-R-AR; Generalitat Valenciana/Fons Social Europeu, grant number APOSTD/2019/101 and Universitat Politecnica de Valencia, grant number PAID-10-17. This work is also part of the project "Extension of theoretical models against progressive collapse for tall and supertall concrete buildings", funded by the Engineering Physical Science Research Council (EPSRC) of the UK as part of an Impact Acceleration Account (IAA) held at the University of Surrey (grant number EP/K008153/1), and a continuation of two research projects also funded by EPSRC of the UK (grant ref: EP/K503939 and grant ref: EP/K008153/1).es_ES
dc.description.upvformatpfin27es_ES
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dc.description.volume10es_ES
dc.identifier.doi10.3390/app10248911es_ES
dc.identifier.eissn2076-3417es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/160914
dc.languageIngléses_ES
dc.publisherMDPI AGes_ES
dc.relation.ispartofApplied Scienceses_ES
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dc.relation.projectIDinfo:eu-repo/grantAgreement/UKRI//EP%2FK008153%2F1/GB/Structural performance of slab-column connenctions under impact and blast loading/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/UKRI//EP%2FK503939%2F1/GB/Impact Acceleration Account - University of Surrey 2012/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/UPV//PAID-10-17/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2017-88322-R/ES/COLAPSO PROGRESIVO Y ROBUSTEZ EN EDIFICIOS CON ESTRUCTURA PREFABRICADA DE HORMIGON/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/GVA//APOSTD%2F2019%2F101/es_ES
dc.relation.publisherversionhttps://doi.org/10.3390/app10248911es_ES
dc.relation.references10.1016/j.engstruct.2018.06.082es_ES
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dc.relation.references10.1061/(ASCE)0733-9399(2008)134:10(892)es_ES
dc.relation.references10.1061/(ASCE)ST.1943-541X.0000418es_ES
dc.relation.references10.1061/(ASCE)0887-3828(2005)19:2(172)es_ES
dc.relation.references10.14359/51687746es_ES
dc.relation.references10.1016/j.engstruct.2018.10.011es_ES
dc.relation.references10.1061/(ASCE)CC.1943-5614.0000917es_ES
dc.relation.references10.1016/j.engstruct.2019.109719es_ES
dc.relation.references10.1007/s13296-015-6014-5es_ES
dc.relation.references10.1007/s12205-020-1035-9es_ES
dc.relation.references10.1007/s11668-019-00644-8es_ES
dc.relation.references10.1016/j.ijimpeng.2014.04.003es_ES
dc.rightsReconocimiento (by)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectCorner-column removales_ES
dc.subjectExtreme eventses_ES
dc.subjectFEMes_ES
dc.subjectParametric studyes_ES
dc.subjectBuilding structureses_ES
dc.subject.classificationINGENIERIA DE LA CONSTRUCCIONes_ES
dc.subject.ods09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovaciónes_ES
dc.titleA Parametric Computational Study of RC Building Structures under Corner-Column Removal Situationses_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
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