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Experimental tests of slender reinforced concrete columns under combined axial load and lateral force

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Experimental tests of slender reinforced concrete columns under combined axial load and lateral force

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Barrera Puerto, A.; Bonet Senach, JL.; Romero, ML.; Miguel Sosa, P. (2011). Experimental tests of slender reinforced concrete columns under combined axial load and lateral force. Engineering Structures. 33(12):3676-3689. https://doi.org/10.1016/j.engstruct.2011.08.003

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/49003

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Title: Experimental tests of slender reinforced concrete columns under combined axial load and lateral force
Author: BARRERA PUERTO, ANGELA Bonet Senach, José Luís Romero, Manuel L. Miguel Sosa, Pedro
UPV Unit: 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
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:
The use of high strength concrete (HSC) in columns has become more frequent since a substantial reduction of the cross-section is obtained, meaning that slenderness increases for the same axial load and length, producing ...[+]
Subjects: Columns , Experimental tests , Monotonic , Reinforced concrete , Slenderness , Axial load level , Eurocode2 , Experimental test , High strength concretes , Lateral force , Numerical models , Reinforced concrete column , Second order effect , Shear span ratio , Simplified method , Slender reinforced concrete columns , Strength of concrete , Structural elements , Substantial reduction , Technological development , Test parameters , Transversal reinforcement , Columns (structural) , Concrete buildings , Concrete construction , Numerical methods , Shear strength , Testing , Axial loads , Building code , Column , Deformation mechanism , Experimental study , Loading , Model validation , Numerical model , Shear strain , Shear test , Standard (reference)
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2011.08.003
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2011.08.003
Project ID:
info:eu-repo/grantAgreement/MICINN//BIA2009-10207/ES/Diseño Con Criterios De Ductilidad De Uniones Soporte-Cimentacion En Elementos Prefabricados De Hormigon/
Thanks:
The authors wish to express their sincere gratitude to the Spanish Ministry of Science and Innovation for the help provided through project BIA2009-10207 and to the European Union for the financial support from Feder funds.[+]
Type: Artículo

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