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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 |