Pedro Alves Costa
Pedro Alves Costa
Assistant Professor, Faculty of Engineering of University of Porto
Email confirmado em fe.up.pt
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Track–ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5 D FEM-BEM model
PA Costa, R Calçada, AS Cardoso
Soil Dynamics and Earthquake Engineering 32 (1), 111-128, 2012
2092012
Mercury emissions to the atmosphere from natural and anthropogenic sources in the Mediterranean region
N Pirrone, P Costa, JM Pacyna, R Ferrara
Atmospheric Environment 35 (17), 2997-3006, 2001
1922001
Influence of soil non-linearity on the dynamic response of high-speed railway tracks
PA Costa, R Calçada, AS Cardoso, A Bodare
Soil Dynamics and Earthquake Engineering 30 (4), 221-235, 2010
1742010
Atmospheric mercury distribution in Northern Europe and in the Mediterranean region
I Wängberg, J Munthe, N Pirrone, Å Iverfeldt, E Bahlman, P Costa, ...
Atmospheric Environment 35 (17), 3019-3025, 2001
1502001
Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings
P Lopes, PA Costa, M Ferraz, R Calçada, AS Cardoso
Soil Dynamics and Earthquake Engineering 61, 269-285, 2014
1332014
Field testing and analysis of high speed rail vibrations
DP Connolly, G Kouroussis, PK Woodward, PA Costa, O Verlinden, ...
Soil Dynamics and Earthquake Engineering 67, 102-118, 2014
1172014
Ballast mats for the reduction of railway traffic vibrations. Numerical study
PA Costa, R Calçada, AS Cardoso
Soil Dynamics and Earthquake Engineering 42, 137-150, 2012
1162012
Large scale international testing of railway ground vibrations across Europe
DP Connolly, PA Costa, G Kouroussis, P Galvin, PK Woodward, ...
Soil Dynamics and Earthquake Engineering 71, 1-12, 2015
952015
Influence of train dynamic modelling strategy on the prediction of track–ground vibrations induced by railway traffic
PA Costa, R Calçada, AS Cardoso
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2012
882012
Critical speed of railway tracks. Detailed and simplified approaches
PA Costa, A Colaço, R Calçada, AS Cardoso
Transportation Geotechnics 2, 30-46, 2015
722015
2.5 D MFS–FEM model for the prediction of vibrations due to underground railway traffic
P Amado-Mendes, PA Costa, LMC Godinho, P Lopes
Engineering Structures 104, 141-154, 2015
702015
Railway critical velocity–Analytical prediction and analysis
SB Mezher, DP Connolly, PK Woodward, O Laghrouche, J Pombo, ...
Transportation Geotechnics 6, 84-96, 2016
572016
Railway cuttings and embankments: Experimental and numerical studies of ground vibration
G Kouroussis, DP Connolly, B Olivier, O Laghrouche, PA Costa
Science of the Total Environment 557, 110-122, 2016
532016
Behavior of reinforced concrete box culverts under high embankments
M Pimentel, P Costa, C Félix, J Figueiras
Journal of Structural Engineering 135 (4), 366-375, 2009
502009
The influence of train properties on railway ground vibrations
A Colaço, PA Costa, DP Connolly
Structure and Infrastructure Engineering 12 (5), 517-534, 2016
482016
Vibrations inside buildings due to subway railway traffic. Experimental validation of a comprehensive prediction model
P Lopes, JF Ruiz, PA Costa, LM Rodríguez, AS Cardoso
Science of the Total Environment 568, 1333-1343, 2016
462016
The use of sub-modelling technique to calculate vibration in buildings from underground railways
M Hussein, H Hunt, K Kuo, PA Costa, J Barbosa
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2015
432015
Past, current and projected atmospheric emissions of trace elements in the Mediterranean region
N Pirrone, P Costa, JM Pacyna
Water Science and Technology 39 (12), 1-7, 1999
431999
Pattern based GUI testing for mobile applications
P Costa, ACR Paiva, M Nabuco
2014 9th International Conference on the Quality of Information and …, 2014
412014
The effect of embankment on high speed rail ground vibrations
B Olivier, DP Connolly, P Alves Costa, G Kouroussis
International Journal of Rail Transportation 4 (4), 229-246, 2016
402016
O sistema não pode efectuar a operação agora. Tente novamente mais tarde.
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