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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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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

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/105358

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Title: Ductility of wide-beam RC frames as lateral resisting system
Author:
UPV Unit: 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
Issued date:
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 ...[+]
Subjects: Wide beams , Deep beams , Seismic codes , Effective width , Behaviour factor , Chord rotation , Ductility , Effective period
Copyrigths: Reserva de todos los derechos
Source:
Bulletin of Earthquake Engineering. (issn: 1570-761X )
DOI: 10.1007/s10518-016-9891-x
Publisher:
Springer-Verlag
Publisher version: http://doi.org/10.1007/s10518-016-9891-x
Type: Artículo

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