Rui Calšada
Rui Calšada
Associate Professor with Habilitation
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Cited by
Cited by
Track–ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5 D FEM-BEM model
PA Costa, R Calšada, AS Cardoso
Soil Dynamics and Earthquake Engineering 32 (1), 111-128, 2012
Non-contact measurement of the dynamic displacement of railway bridges using an advanced video-based system
D Ribeiro, R Calšada, J Ferreira, T Martins
Engineering Structures 75, 164-180, 2014
Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters
D Ribeiro, R Calšada, R Delgado, M Brehm, V Zabel
Engineering Structures 40, 413-435, 2012
Influence of soil non-linearity on the dynamic response of high-speed railway tracks
PA Costa, R Calšada, AS Cardoso, A Bodare
Soil Dynamics and Earthquake Engineering 30 (4), 221-235, 2010
Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings
P Lopes, PA Costa, M Ferraz, R Calšada, AS Cardoso
Soil Dynamics and Earthquake Engineering 61, 269-285, 2014
Ballast mats for the reduction of railway traffic vibrations. Numerical study
PA Costa, R Calšada, AS Cardoso
Soil Dynamics and Earthquake Engineering 42, 137-150, 2012
Generalized probabilistic model allowing for various fatigue damage variables
J Correia, N Apetre, A Arcari, A De Jesus, M Mu˝iz-Calvente, R Calšada, ...
International Journal of Fatigue 100, 187-194, 2017
Critical speed of railway tracks. Detailed and simplified approaches
PA Costa, A Colašo, R Calšada, AS Cardoso
Transportation Geotechnics 2, 30-46, 2015
Finite-element model calibration of a railway vehicle based on experimental modal parameters
D Ribeiro, R Calšada, R Delgado, M Brehm, V Zabel
Vehicle System Dynamics 51 (6), 821-856, 2013
A direct method for analyzing the vertical vehicle–structure interaction
SGM Neves, AFM Azevedo, R Calšada
Engineering Structures 34, 414-420, 2012
Transition zones to railway bridges: track measurements and numerical modelling
A PaixŃo, E Fortunato, R Calšada
Engineering structures 80, 435-443, 2014
Design and construction of backfills for railway track transition zones
A Paixao, E Fortunato, R Calšada
Proceedings of the Institution of Mechanical Engineers, Part F: Journal ofá…, 2015
Wheel–rail contact formulation for analyzing the lateral train–structure dynamic interaction
PA Montenegro, SGM Neves, R Calšada, M Tanabe, M Sogabe
Computers & Structures 152, 200-214, 2015
Computational framework for multiaxial fatigue life prediction of compressor discs considering notch effects
D Liao, SP Zhu, JAFO Correia, AMP De Jesus, R Calšada
Engineering Fracture Mechanics 202, 423-435, 2018
Probabilistic safety assessment of a short span high-speed railway bridge
JM Rocha, AA Henriques, R Calšada
Engineering Structures 71, 99-111, 2014
Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters
C Costa, D Ribeiro, P Jorge, R Silva, A Arŕde, R Calšada
Engineering Structures 123, 354-371, 2016
Assessment of train running safety on bridges: a literature review
PA Montenegro, H Carvalho, D Ribeiro, R Calšada, M Tokunaga, ...
Engineering Structures 241, 112425, 2021
Dynamic analysis of metallic arch railway bridge
R Calcada, A Cunha, R Delgado
Journal of Bridge Engineering 7 (4), 214-222, 2002
Integer programming to optimize tamping in railway tracks as preventive maintenance
C Vale, IM Ribeiro, R Calšada
Journal of Transportation Engineering 138 (1), 123-131, 2012
A generalization of the fatigue Kohout-Věchet model for several fatigue damage parameters
JAFO Correia, P Raposo, M Muniz-Calvente, S Blasˇn, G Lesiuk, ...
Engineering Fracture Mechanics 185, 284-300, 2017
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