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Ductility of wide-beam RC frames as lateral resisting system

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Ductility of wide-beam RC frames as lateral resisting system

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dc.contributor.author Gómez-Martínez, Fernando es_ES
dc.contributor.author Alonso Durá, Adolfo es_ES
dc.contributor.author De Luca, Flavia es_ES
dc.contributor.author Verderame, Gerardo M. es_ES
dc.date.accessioned 2018-07-06T04:30:22Z
dc.date.available 2018-07-06T04:30:22Z
dc.date.issued 2016 es_ES
dc.identifier.issn 1570-761X es_ES
dc.identifier.uri http://hdl.handle.net/10251/105358
dc.description.abstract [EN] Some Mediterranean seismic codes consider wide-beam reinforced concrete moment resisting frames (WBF) as horizontal load carrying systems that cannot guarantee high ductility performances. Conversely, Eurocode 8 allows High Ductility Class (DCH) design for such structural systems. Code prescriptions related to WBF are systematically investigated. In particular, lesson learnt for previous earthquakes, historical reasons, and experimental and numerical studies underpinning specific prescriptions on wide beams in worldwide seismic codes are discussed. Local and global ductility of WBF are then analytically investigated through (1) a parametric study on chord rotations of wide beams with respect to that of deep beams, and (2) a spectral-based comparison of WBF with conventional reinforced concrete moment resisting frames (i.e. with deep beams). Results show that the set of prescriptions given by modern seismic codes provides sufficient ductility to WBF designed in DCH. In fact, global capacity of WBF relies more on the lateral stiffness of the frames and on the overstrength of columns rather than on the local ductility of wide beams, which is systematically lower with respect to that of deep beams. es_ES
dc.language Inglés es_ES
dc.publisher Springer-Verlag es_ES
dc.relation.ispartof Bulletin of Earthquake Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Wide beams es_ES
dc.subject Deep beams es_ES
dc.subject Seismic codes es_ES
dc.subject Effective width es_ES
dc.subject Behaviour factor es_ES
dc.subject Chord rotation es_ES
dc.subject Ductility es_ES
dc.subject Effective period es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Ductility of wide-beam RC frames as lateral resisting system es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1007/s10518-016-9891-x es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Gómez-Martínez, F.; Alonso Durá, A.; De Luca, F.; Verderame, GM. (2016). Ductility of wide-beam RC frames as lateral resisting system. Bulletin of Earthquake Engineering. 14(6):1545-1569. doi:10.1007/s10518-016-9891-x es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://doi.org/10.1007/s10518-016-9891-x es_ES
dc.description.upvformatpinicio 1545 es_ES
dc.description.upvformatpfin 1569 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 14 es_ES
dc.description.issue 6 es_ES
dc.relation.pasarela S\331510 es_ES
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