- -

Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

  • Estadisticas de Uso

Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending

Show full item record

Bonet Senach, JL.; Romero, ML.; Miguel Sosa, P. (2011). Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending. Engineering Structures. 33:881-893. doi:10.1016/j.engstruct.2010.12.009

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/48928

Files in this item

Item Metadata

Title: Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending
Author: 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:
Most of the design codes (ACI-318-2008 and Euro Code-2-2004) propose the moment magnifier method in order to take into account the second order effect to design slender reinforced concrete columns. The accuracy of this ...[+]
Subjects: Biaxial bending , Columns , Design , Reinforced concrete , Strength , Axial forces , Biaxial bending moments , Buckling length , Degree of accuracy , Design codes , Effective stiffness , Experimental test , Flexural stiffness , High strength concretes , Moment magnifier method , Practical engineering , Rectangular section , Second order effect , Slender reinforced concrete columns , Sustained loads , Bending (deformation) , Columns (structural) , Concrete buildings , Concrete construction , Stiffness , Bending strength , Accuracy assessment , Bending , Column , Design method , Flexure , Loading , Precision
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2010.12.009
Publisher:
Elsevier
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/
Thanks:
The authors wish to express their sincere gratitude to the Spanish "Ministerio de Ciencia e Innovacion" for help provided through projects BIA2008-03734 and BIA2009-10207 and to the European Community with the Feder funds.[+]
Type: Artículo

recommendations

 

This item appears in the following Collection(s)

Show full item record