Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Behavior of RC building columns under cyclic loading: Experimental study
Publication

Publications

Behavior of RC building columns under cyclic loading: Experimental study

Title
Behavior of RC building columns under cyclic loading: Experimental study
Type
Article in International Scientific Journal
Year
2012
Authors
Hugo Rodrigues
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
António Arêde
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Humberto Varum
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Aníbal Costa
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
Journal
Vol. 6 No. 4
Final page: 1250026
ISSN: 1793-4311
Publisher: World Scientific
Scientific classification
FOS: Engineering and technology > Civil engineering
CORDIS: Technological sciences > Engineering > Civil engineering > Structural engineering
Other information
Authenticus ID: P-002-2FS
Abstract (EN): An experimental campaign is underway in order to understand the behavior of rectangular columns under uniaxial and biaxial flexure. The present paper addresses the initial part of that campaign, by reporting on two columns tested under uniaxial bending in one horizontal direction and then submitted to another uniaxial test in the other direction. The test result analysis focuses on the contributions of flexure, shear and slip components to the global deformation. The experimental results were compared with a simplified method for column response. The Park and Ang damage index is calculated and compared with the physical damage observed.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 42
Documents
We could not find any documents associated to the publication with allowed access.
Related Publications

Of the same authors

Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars (2011)
Another Publication in an International Scientific Journal
Jose Melo; Catarina Fernandes; Humberto Varum; Hugo Rodrigues; Anibal Costa; António Arêde
Experimental evaluation of rectangular reinforced concrete column behaviour under biaxial cyclic loading (2013)
Article in International Scientific Journal
Hugo Rodrigues; António Arêde; Humberto Varum; Aníbal G. Costa
Damage evolution in reinforced concrete columns subjected to biaxial loading (2013)
Article in International Scientific Journal
Hugo Rodrigues; António Arêde; Humberto Varum; Aníbal Costa
Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns (2012)
Article in International Scientific Journal
Hugo Rodrigues; Humberto Varum; António Arêde; Aníbal Costa
A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading (2012)
Article in International Scientific Journal
Hugo Rodrigues; Humberto Varum; Antonio Arede; Anibal Costa

See all (14)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-17 at 19:31:52 | Privacy Policy | Personal Data Protection Policy | Whistleblowing