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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Colmenares, D. / Andersson, A. / Karoumi, R. (2023): An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system. Dans: Structures, v. 57 (novembre 2023).

    https://doi.org/10.1016/j.istruc.2023.105160

  2. Colmenares, D. / Costa, G. / Civera, M. / Surace, C. / Karoumi, R. (2023): Quantification of the human–structure interaction effect through full-scale dynamic testing: The Folke Bernadotte Bridge. Dans: Structures, v. 55 (septembre 2023).

    https://doi.org/10.1016/j.istruc.2023.06.133

  3. Martínez-Rodrigo, M. D. / Andersson, A. / Pacoste, C. / Karoumi, R. (2020): Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges. Dans: Engineering Structures, v. 222 (novembre 2020).

    https://doi.org/10.1016/j.engstruct.2020.111103

  4. Karoumi, R. (1996): Dynamic Response of Multicable-stayed Bridges subjected to Moving Loads. Présenté pendant: 15th IABSE Congress, Copenhagen, Denmark, 16-20 June 1996.
  5. Johansson, C. / Pacoste, C. / Karoumi, R. (2013): Closed-form solution for the mode superposition analysis of the vibration in multi-span beam bridges caused by concentrated moving loads. Dans: Computers & Structures, v. 119 (avril 2013).

    https://doi.org/10.1016/j.compstruc.2013.01.003

  6. Liljencrantz, A. / Karoumi, R. (2009): Twim: A MATLAB toolbox for real-time evaluation and monitoring of traffic loads on railway bridges. Dans: Structure and Infrastructure Engineering, v. 5, n. 5 (octobre 2009).

    https://doi.org/10.1080/15732470701478370

  7. Wiberg, J. / Karoumi, R. (2009): Monitoring dynamic behaviour of a long-span railway bridge. Dans: Structure and Infrastructure Engineering, v. 5, n. 5 (octobre 2009).

    https://doi.org/10.1080/15732470701478578

  8. Karoumi, R. / Wiberg, J. / Liljencrantz, A. (2005): Monitoring traffic loads and dynamic effects using an instrumented railway bridge. Dans: Engineering Structures, v. 27, n. 12 (octobre 2005).

    https://doi.org/10.1016/j.engstruct.2005.04.022

  9. Arvidsson, T. / Karoumi, R. / Pacoste, C. (2014): Statistical screening of modelling alternatives in train–bridge interaction systems. Dans: Engineering Structures, v. 59 (février 2014).

    https://doi.org/10.1016/j.engstruct.2013.10.008

  10. Svedholm, C. / Zangeneh, A. / Pacoste, C. / François, S. / Karoumi, R. (2016): Vibration of damped uniform beams with general end conditions under moving loads. Dans: Engineering Structures, v. 126 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.07.037

  11. Flener, E. Bayoğlu / Karoumi, R. (2010): Testing a soil–steel bridge under static and dynamic loads. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 163, n. 1 (mars 2010).

    https://doi.org/10.1680/bren.2010.163.1.019

  12. OBrien, E. J. / Quilligan, M. J. / Karoumi, R. (2006): Calculating an influence line from direct measurements. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 159, n. 1 (mars 2006).

    https://doi.org/10.1680/bren.2006.159.1.31

  13. Neves, A. C. / González, I. / Leander, J. / Karoumi, R. (2017): Structural health monitoring of bridges: a model-free ANN-based approach to damage detection. Dans: Journal of Civil Structural Health Monitoring, v. 7, n. 5 (novembre 2017).

    https://doi.org/10.1007/s13349-017-0252-5

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