Diogo Ribeiro

Dr. Diogo Ribeiro

Department of Civil Engineering, School of Engineering, Polytechnic of Porto, Porto, Portugal
orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

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

Representative Publications

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1 September 2014 in Engineering Structures
Verified
Journal Article
Closed access
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
RCR. Calçada
R. Calçada
JFJ. Ferreira
J. Ferreira
TMT. Martins
T. Martins

1 July 2012 in Engineering Structures
Verified
Journal Article
Closed access
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
RCR. Calçada
R. Calçada
RDR. Delgado
R. Delgado
MBM. Brehm
M. Brehm
VZV. Zabel
V. Zabel

1 July 2021 in Engineering Structures
Verified
Journal Article
Closed access
AMAndreia Meixedo
Andreia Meixedo
JSJoão Santos
João Santos
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
RCRui Calçada
Rui Calçada
MTMichael Todd
Michael Todd

10 April 2013 in Vehicle System Dynamics
Verified
Journal Article
Closed access
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
RCR. Calçada
R. Calçada
RDR. Delgado
R. Delgado
MBM. Brehm
M. Brehm
VZV. Zabel
V. Zabel
This article describes the experimental calibration of a three-dimensional numerical model of an Alfa Pendular train vehicle based on modal parameters. The dynamic tests of the carbody and bogie of the vehicle allowed the determination of the frequencies and modal configurations of 13 vibration modes, by applying the data-driven stochastic subspace identification method. In addition, a dynamic characterisation test of the passenger-seat system was also conducted. The calibration of the model was performed using a submodelling/multistep approach involving two phases, the first one focused on the calibration of the model of the bogie under test conditions and the second one focused on the calibration of the complete model of the vehicle. The calibration was performed through an iterative method based on a genetic algorithm and allowed to obtain optimal values of 17 parameters of the numerical model. For the pairing of the vibration modes, real and complex, a recent technique was used based on the calculation of the modal strain energy. The stability of a significant number of parameters considering different initial populations demonstrated the robustness of the algorithm. The comparison of experimental and numerical responses before and after calibration revealed significant improvements in the numerical model and a very good correlation between the responses obtained with the calibrated model and the experimental responses.

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

1 June 2018 in Engineering Structures
Verified
Journal Article
Closed access
JMJoel Malveiro
Joel Malveiro
Diogo RibeiroDiogo Ribeiro
Diogo Ribeiro
CSCarlos Sousa
Carlos Sousa
RCRui Calçada
Rui Calçada