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dc.contributor.author | Buitrago, Manuel | es_ES |
dc.contributor.author | Bertolesi, Elisa | es_ES |
dc.contributor.author | Juan Sagaseta | es_ES |
dc.contributor.author | Calderón García, Pedro Antonio | es_ES |
dc.contributor.author | Adam, Jose M | es_ES |
dc.date.accessioned | 2021-03-05T04:31:55Z | |
dc.date.available | 2021-03-05T04:31:55Z | |
dc.date.issued | 2021-01-01 | es_ES |
dc.identifier.issn | 0141-0296 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/163177 | |
dc.description.abstract | [EN] Structural robustness is a significant property towards improving resilience of buildings, i.e. enhance their ability to withstand and recover from extreme events which often can cause local damage and progressive collapse. It is widely accepted that robustness depends on the capacity of the structure to activate alternative load paths (ALPs) after the failure of load-bearing elements, e.g. columns. Early evidence during World War II showed that progressive collapse of some buildings was avoided by the presence of masonry infill walls. Subsequent studies focused on this effect for cases of sudden column removal although most of these studies were analytical, numerical and only looked at internal columns which are generally less vulnerable to accidental events compared to corner and edge columns. The aim of this study was to analyse how infill walls can improve the robustness of reinforced concrete (RC) buildings in corner columns failure scenarios. A purpose-built 3D two-storey full-scale RC building structure with infill masonry walls was tested. The contribution of masonry infill walls was analysed in terms of: i) load redistribution, ii) ALPs, and iii) Dynamic Amplification Factors (DAFs) to be applied in linear-static analyses. The test was highly monitored by 38 strain gauges, 38 LVDTs and 2 accelerometers to register the vertical and lateral response. The results showed that masonry infill walls had a significant influence on the structural response and activated the predominant ALPs at very small deflections. | es_ES |
dc.description.sponsorship | This work was carried out with the support of a 2017 Leonardo Grant for Researchers and Cultural Creators from the BBVA Foundation. The authors would also like to express their gratitude to the Levantina, Ingenieria y Construccion S.L. (LIC) company for funding the construction of the building, and to the Generalitat Valenciana/Fons Social Europeu [APOSTD/2019/101] and Universitat Politecnica de Valencia [PAID-10-17] for funding received under different postdoctoral programs. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Engineering Structures | es_ES |
dc.rights | Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) | es_ES |
dc.subject | Extreme events | es_ES |
dc.subject | Infill masonry walls | es_ES |
dc.subject | Progressive collapse | es_ES |
dc.subject | RC structures | es_ES |
dc.subject | Corner-columns | es_ES |
dc.subject | Building | es_ES |
dc.subject | Robustness | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Robustness of RC building structures with infill masonry walls: tests on a purpose-built structure | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.engstruct.2020.111384 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-10-17/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MECD//PRX17%2F00302/ | es_ES |
dc.relation.projectID | info: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.projectID | info:eu-repo/grantAgreement/GVA//APOSTD%2F2019%2F101/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/AEI//FJCI-2018-38071/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.description.bibliographicCitation | Buitrago, M.; Bertolesi, E.; Juan Sagaseta; Calderón García, PA.; Adam, JM. (2021). Robustness of RC building structures with infill masonry walls: tests on a purpose-built structure. Engineering Structures. 226:1-15. https://doi.org/10.1016/j.engstruct.2020.111384 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1016/j.engstruct.2020.111384 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 15 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 226 | es_ES |
dc.relation.pasarela | S\418495 | es_ES |
dc.contributor.funder | Fundación BBVA | es_ES |
dc.contributor.funder | European Social Fund | es_ES |
dc.contributor.funder | Generalitat Valenciana | es_ES |
dc.contributor.funder | Agencia Estatal de Investigación | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |
dc.contributor.funder | Ministerio de Educación, Cultura y Deporte | es_ES |
dc.contributor.funder | Engineering and Physical Sciences Research Council, Reino Unido | es_ES |
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dc.subject.ods | 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación | es_ES |