António Arêde

Prof. António Arêde

orcid

Research Focus & Metrics

Academic Career Length

21Years (2006-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 March 2016 in Engineering Structures
Verified
Journal Article
Closed access
André FurtadoAndré Furtado
André Furtado
Hugo RodriguesHugo Rodrigues
Hugo Rodrigues
AAAntónio Arêde
António Arêde
Humberto VarumHumberto Varum
Humberto Varum

29 September 2015 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
PDF file
André FurtadoAndré Furtado
André Furtado
Hugo RodriguesHugo Rodrigues
Hugo Rodrigues
AAAntónio Arêde
António Arêde
Humberto VarumHumberto Varum
Humberto Varum

24 May 2012 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
PDF file
Hugo RodriguesHugo Rodrigues
Hugo Rodrigues
AAAntónio Arêde
António Arêde
Humberto VarumHumberto Varum
Humberto Varum
ACAníbal Guimarães Costa
Aníbal Guimarães Costa

1 February 2012 in Engineering Structures
Verified
Journal Article
Open access
Hugo RodriguesHugo Rodrigues
Hugo Rodrigues
Humberto VarumHumberto Varum
Humberto Varum
AAAntónio Arêde
António Arêde
ACAníbal Guimarães Costa
Aníbal Guimarães Costa
The hysteretic behaviour of RC columns has been object of many experimental studies over the past years. However, the majority of these studies are focused on unidirectional loading. An experimental program was carried out where 24 columns were tested for different loading histories, under uniaxial and biaxial conditions. The experimental results are presented in this paper and are discussed in terms of global column behaviour, and particularly with regards to energy dissipation and damping capacity. The energy dissipation capacity of the columns was evaluated in terms of cumulative dissipated energy, comparing uniaxial and biaxial test results, and individual cycle dissipated energy. Ultimately, an equation relating the normalised dissipated energy with the displacement ductility is proposed. The equivalent viscous damping was analysed by comparing the uniaxial with biaxial test results, demonstrating the high influence of the load path in the biaxial response of RC columns. Proposals for estimating the equivalent viscous damping given by other authors are compared with the experimental results. Finally, simplified expressions are proposed to estimate equivalent viscous damping in RC columns under biaxial loading

1 September 2016 in Engineering Structures
Verified
Journal Article
Closed access
CCC. Costa
C. Costa
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
PJP. Jorge
P. Jorge
RSRúben Silva
Rúben Silva
AAAntónio Arêde
António Arêde
RCR. Calçada
R. Calçada

14 September 2016 in Bulletin of Earthquake Engineering
Verified
Journal Article
Closed access
PDF file
Humberto VarumHumberto Varum
Humberto Varum
André FurtadoAndré Furtado
André Furtado
Hugo RodriguesHugo Rodrigues
Hugo Rodrigues
JDJoão Dias-Oliveira
João Dias-Oliveira
NVNelson Vila-Pouca
Nelson Vila-Pouca
AAAntónio Arêde
António Arêde