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R. Karoumi ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Colmenares, D. / Andersson, A. / Karoumi, R. (2023): An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system. In: Structures, v. 57 (November 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. In: Structures, v. 55 (September 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. In: Engineering Structures, v. 222 (November 2020).

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

  4. Karoumi, R. (1996): Dynamic Response of Multicable-stayed Bridges subjected to Moving Loads. Presented at: 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. In: Computers & Structures, v. 119 (April 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. In: Structure and Infrastructure Engineering, v. 5, n. 5 (October 2009).

    https://doi.org/10.1080/15732470701478370

  7. Wiberg, J. / Karoumi, R. (2009): Monitoring dynamic behaviour of a long-span railway bridge. In: Structure and Infrastructure Engineering, v. 5, n. 5 (October 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. In: Engineering Structures, v. 27, n. 12 (October 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. In: Engineering Structures, v. 59 (February 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. In: Engineering Structures, v. 126 (November 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. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 163, n. 1 (March 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. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 159, n. 1 (March 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. In: Journal of Civil Structural Health Monitoring, v. 7, n. 5 (November 2017).

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

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