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P. Museros

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. Museros, P. / Romero, M. L. / Poy, A. / Alarcón, E. (2002): Advances in the analysis of short span railway bridges for high-speed lines. Dans: Computers & Structures, v. 80, n. 27-30 (novembre 2002).

    https://doi.org/10.1016/s0045-7949(02)00261-4

  2. Martínez-Rodrigo, M. D. / Lavado, J. / Museros, P. (2010): Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers. Dans: Engineering Structures, v. 32, n. 3 (mars 2010).

    https://doi.org/10.1016/j.engstruct.2009.12.008

  3. Moliner, E. / Museros, P. / Martínez-Rodrigo, M. D. (2012): Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers. Dans: Engineering Structures, v. 40 (juillet 2012).

    https://doi.org/10.1016/j.engstruct.2012.03.016

  4. Martínez-Rodrigo, M. D. / Lavado, J. / Museros, P. (2010): Transverse vibrations in existing railway bridges under resonant conditions: Single-track versus double-track configurations. Dans: Engineering Structures, v. 32, n. 7 (juillet 2010).

    https://doi.org/10.1016/j.engstruct.2010.02.022

  5. Moliner, E. / Martínez-Rodrigo, M. D. / Museros, P. (2017): Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed. Dans: Engineering Structures, v. 132 (février 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.031

  6. Doménech, A. / Museros, P. / Martínez-Rodrigo, M. D. (2014): Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic. Dans: Engineering Structures, v. 72 (août 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.037

  7. Museros, P. / Alarcón, E. (2005): Influence of the Second Bending Mode on the Response of High-Speed Bridges at Resonance. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 3 (mars 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:3(405)

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