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P. Museros

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. Museros, P. / Romero, M. L. / Poy, A. / Alarcón, E. (2002): Advances in the analysis of short span railway bridges for high-speed lines. In: Computers & Structures, v. 80, n. 27-30 (November 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. In: Engineering Structures, v. 32, n. 3 (March 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. In: Engineering Structures, v. 40 (July 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. In: Engineering Structures, v. 32, n. 7 (July 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. In: Engineering Structures, v. 132 (February 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. In: Engineering Structures, v. 72 (August 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. In: Journal of Structural Engineering (ASCE), v. 131, n. 3 (March 2005).

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

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