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Behaviour of steel-fibre-reinforced normal-strength concrete slender columnsunder cyclic loading

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Behaviour of steel-fibre-reinforced normal-strength concrete slender columnsunder cyclic loading

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Caballero Morrison, KE.; Bonet Senach, JL.; Navarro Gregori, J.; Martí Vargas, JR. (2012). Behaviour of steel-fibre-reinforced normal-strength concrete slender columnsunder cyclic loading. Engineering Structures. 39:162-175. doi:10.1016/j.engstruct.2012.02.003

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/46671

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Title: Behaviour of steel-fibre-reinforced normal-strength concrete slender columnsunder cyclic loading
Author:
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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
Issued date:
Abstract:
The inclusion of ductility requirements is necessary to guarantee the safety design of any concrete structure subjected to unexpected and/or reversal loads. It is important to outline that plastic hinges may be developed ...[+]
Subjects: Slender column , Confined concrete , Reinforced concrete , Steel fibre , Ductility , Energy dissipation , Strength , Axial load , Cyclic load
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.02.003
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2012.02.003
Thanks:
The authors of this work wish to thank the research bureau of the Spanish Ministry of Science and Innovation and the Plan E, for the funding of the Project BIA 2008-03734 and BIA 2009-10207.
Type: Artículo

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