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An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading

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An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading

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Caballero Morrison, KE.; Bonet Senach, JL.; Navarro-Gregori, J.; Serna Ros, P. (2013). An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading. Engineering Structures. 57:565-577. https://doi.org/10.1016/j.engstruct.2012.06.052

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/46328

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Title: An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading
Author: Caballero Morrison, Karen Elena Bonet Senach, José Luís Navarro-Gregori, Juan Serna Ros, Pedro
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:
Structural engineers usually limit the use of HSC columns to seismic active zones because of their brittle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A ...[+]
Subjects: Slender column , Confined concrete , High-strength concrete , Steel fiber , Ductility , Cyclic load
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.06.052
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2012.06.052
Project ID:
info:eu-repo/grantAgreement/MICINN//BIA2009-10207/ES/Diseño Con Criterios De Ductilidad De Uniones Soporte-Cimentacion En Elementos Prefabricados De Hormigon/
info:eu-repo/grantAgreement/MICINN//BIA2008-03734/ES/ESTUDIO TEORICO-EXPERIMENTAL DE LA DUCTILIDAD Y DE LA CAPACIDAD DE DEFORMACION DE SOPORTES DE HAR SOMETIDOS A COMPRESION Y CARGA LATERAL CICLICA/
Thanks:
The authors of this work wish to thank the research bureau of the Spanish Ministry of Economy and Competitiveness and the Plan E, for the funding of the Project BIA 2008-03734 and BIA 2009-10207.
Type: Artículo

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