Pedro Mascarenhas Jorge

Research Assistant, Department of Engineering and Technology
Research Assistant, School of Computing and Engineering
Institute of Railway Research

https://orcid.org/0000-0003-2537-4749

EmailP.Jorge@hud.ac.uk

University of Huddersfield Queensgate Huddersfield HD1 3DH
United Kingdom

Source: Scopus
Calculated based on no. of publications stored in Pure and citations from Scopus

Research output per year

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Personal profile

Google Scholar h-Index

3 Last checked 30 June 2020

External positions

Researcher Project StoneArcRail, Area de Laboratorio Ertzaintza

1 Sep 2013 → 1 Sep 2016

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35 Citations
2 h-Index
1 Conference contribution
1 Article
1 Conference article

Modelling Track Flexibility in Turnouts Using MBS Approach
Jorge, P., Bezin, Y., Grossoni, I. & Neves, S., 14 Feb 2020, Advances in Dynamics of Vehicles on Roads and Tracks: Proceedings of the 26th Symposium of the International Association of Vehicle System Dynamics, IAVSD 2019, August 12-16, 2019, Gothenburg, Sweden. Klomp, M., Bruzelius, F., Nielsen, J. & Hillemyr, A. (eds.). 1 ed. Springer International Publishing AG, p. 359-366 8 p. (Lecture Notes in Mechanical Engineering).
Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review
Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters
Costa, C., Ribeiro, D., Jorge, P., Silva, R., Arêde, A. & Calçada, R., 15 Sep 2016, In: Engineering Structures. 123, p. 354-371 18 p.
Research output: Contribution to journal › Article › peer-review
28 Citations (Scopus)
Calibration of the Numerical Model of a Short-span Masonry Railway Bridge Based on Experimental Modal Parameters
Costa, C., Ribeiro, D., Jorge, P., Silva, R., Calçada, R. & Arêde, A., 19 Aug 2015, In: Procedia Engineering. 114, p. 846-853 8 p.
Research output: Contribution to journal › Conference article › peer-review

Open Access
7 Citations (Scopus)

Google Scholar h-Index

External positions

Modelling Track Flexibility in Turnouts Using MBS Approach

Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters

Calibration of the Numerical Model of a Short-span Masonry Railway Bridge Based on Experimental Modal Parameters