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Tests on a Full-Scale Precast Building for Robustness Assessment

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Tests on a Full-Scale Precast Building for Robustness Assessment

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dc.contributor.author Makoond, Nirvan Chandra es_ES
dc.contributor.author Buitrago, Manuel es_ES
dc.contributor.author Adam, Jose M. es_ES
dc.date.accessioned 2024-07-19T10:55:30Z
dc.date.available 2024-07-19T10:55:30Z
dc.date.issued 2023-05-06 es_ES
dc.identifier.isbn 978-0-7844-8477-7 es_ES
dc.identifier.uri http://hdl.handle.net/10251/206426
dc.description.abstract [EN] As modern society faces unprecedented challenges related to climate stability and conflict, the need to design more sustainable and resilient buildings is undeniable. Several studies show that building with precast concrete components can result in significant advantages with respect to sustainability. However, the fact that such structures exhibit clear lines of weakness at the joints between elements can make them more vulnerable to progressive collapse. Although this can be overcome by adequate detailing of connections, there exist several uncertain factors which may affect the interaction between different precast elements and the global behaviour of such structural systems. This means that experimental testing is usually required for safe development of adequate solutions. Despite this fact, there have been very few studies on the robustness of precast concrete structures when compared to research on cast-in-place and steel structures. As such, this work presents the results of an ambitious experimental campaign involving the sudden removal of 3 different columns from a specifically built 15 m x 12 m two-storey precast concrete building incorporating simple and practical solutions to enhance robustness. es_ES
dc.description.sponsorship This article is part of a project (Endure) that has received funding from the European Research Council (ERC) under the European Union¿s Horizon 2020 research and innovation programme (Grant agreement No. 101000396). The authors would like to acknowledge the funding received through grant BIA2017-88322-R-AR funded by MCIN/AEI/ 10.13039/501100011033 and ¿ERDF A way of making Europe¿. The authors would also like to express their gratitude for funding received under the postdoctoral programs of Generalitat Valenciana/European Social Fund [APOSTD/2019/101] and grant IJC2020-042642-I funded by MCIN/AEI/ 10.13039/501100011033 and by ¿European Union NextGenerationEU/PRTR¿. The help and support provided by Ayman El-Fouly (Applied Science International) for performing simulations in ELS is also gratefully acknowledged. Finally, the authors are also grateful for the invaluable cooperation of the Levantina, Ingeniería y Construcción S.L. (LIC) company, and the contribution of members and collaborators of the Building Resilient research group. es_ES
dc.language Inglés es_ES
dc.publisher American Society of Civil Engineers es_ES
dc.relation.ispartof Structures Congress 2023: Selected papers from Structures Congress 2023 es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Progressive collapse es_ES
dc.subject Extreme events es_ES
dc.subject Column removal es_ES
dc.subject Applied Element Method es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Tests on a Full-Scale Precast Building for Robustness Assessment es_ES
dc.type Comunicación en congreso es_ES
dc.type Capítulo de libro es_ES
dc.identifier.doi 10.1061/9780784484777.002 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/EC/H2020/101000396/EU/Fuse-based segmentation design: Avoiding failure propagation in building structures/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement///APOSTD%2F2019%2F101//CONTRATO POSTDOCTORAL GVA-BUITRAGO MORENO. PROYECTO: COLAPSO PROGRESIVO Y ROBUSTEZ EN EDIFICIOS CON ESTRUCTURA/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement///IJC2020-042642-I//BUILDING RESILIENT: A FUSE- BASED SEGMENTATION DESIGN APPROACH FOR BUILDINGS/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports es_ES
dc.description.bibliographicCitation Makoond, NC.; Buitrago, M.; Adam, JM. (2023). Tests on a Full-Scale Precast Building for Robustness Assessment. American Society of Civil Engineers. 10-20. https://doi.org/10.1061/9780784484777.002 es_ES
dc.description.accrualMethod S es_ES
dc.relation.conferencename ASCE/SEI Structures Congress 2023 es_ES
dc.relation.conferencedate Mayo 03-06,2023 es_ES
dc.relation.conferenceplace New Orleans, EEUU es_ES
dc.relation.publisherversion https://doi.org/10.1061/9780784484777.002 es_ES
dc.description.upvformatpinicio 10 es_ES
dc.description.upvformatpfin 20 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela S\497950 es_ES
dc.contributor.funder European Commission es_ES
dc.contributor.funder European Regional Development Fund es_ES
dc.contributor.funder Levantina, Ingeniería y Construcción, S.L. es_ES


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