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Charoenwong, C. / Connolly, D. P. / Colaço, A. / Costa, P. Alves / Woodward, P. K. / Romero, A. / Galvín, P. (2023): Railway slab vs ballasted track: A comparison of track geometry degradation. In: Construction and Building Materials, v. 378 (Mai 2023).
https://doi.org/10.1016/j.conbuildmat.2023.131121
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Chordà-Monsonís, J. / Moliner, E. / Galvín, P. / Martínez-Rodrigo, M. D. / Zacchei, E. / Tadeu, A. / Ferraz, I. / Romero, A. (2023): Dynamic load allowance of long-span modular steel bridges. In: Engineering Structures, v. 282 (Mai 2023).
https://doi.org/10.1016/j.engstruct.2023.115835
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Sánchez-Quesada, J. C. / Romero, A. / Galvín, P. / Moliner, E. / Martínez-Rodrigo, M. D. (2023): 3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects. In: Engineering Structures, v. 279 (März 2023).
https://doi.org/10.1016/j.engstruct.2022.115546
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Chordà-Monsonís, J. / Romero, A. / Moliner, E. / Galvín, P. / Martínez-Rodrigo, M. D. (2022): Ballast shear effects on the dynamic response of railway bridges. In: Engineering Structures, v. 272 (Dezember 2022).
https://doi.org/10.1016/j.engstruct.2022.114957
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Galvín, P. / Moliner, E. / Romero, A. / Martínez-Rodrigo, M.D (2017): Investigation of the dynamic response and effect of soil properties of Arroyo Bracea II bridge in Madrid-Sevilla High-Speed railway line through experimental analyses. In: Procedia Engineering, v. 199 ( 2017).
https://doi.org/10.1016/j.proeng.2017.09.404
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Sánchez-Quesada, J. C. / Moliner, E. / Romero, A. / Galvín, P. / Martínez-Rodrigo, M. D. (2021): Ballasted track interaction effects in railway bridges with simply-supported spans composed by adjacent twin single-track decks. In: Engineering Structures, v. 247 (November 2021).
https://doi.org/10.1016/j.engstruct.2021.113062
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Galvín, P. / Romero, A. / Moliner, E. / Connolly, D. P. / Martínez-Rodrigo, M. D. (2022): Fast simulation of railway bridge dynamics accounting for soil–structure interaction. In: Bulletin of Earthquake Engineering, v. 20, n. 7 (April 2022).
https://doi.org/10.1007/s10518-021-01191-0
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Solís, M. / Romero, A. / Galvín, P. (2009): Monitoring the Mechanical Behavior of the Weathervane Sculpture Mounted Atop Seville Cathedral’s Giralda Tower. In: Structural Health Monitoring, v. 9, n. 1 (Juni 2009).
https://doi.org/10.1177/1475921709340974
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Moliner, E. / Romero, A. / Galvín, P. / Martínez-Rodrigo, M. D. (2019): Effect of the end cross beams on the railway induced vibrations of short girder bridges. In: Engineering Structures, v. 201 (Dezember 2019).
https://doi.org/10.1016/j.engstruct.2019.109728
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Galvín, P. / Romero, A. / Moliner, E. / de Roeck, G. / Martínez-Rodrigo, M. D. (2021): On the dynamic characterisation of railway bridges through experimental testing. In: Engineering Structures, v. 226 (Januar 2021).
https://doi.org/10.1016/j.engstruct.2020.111261
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López-Mendoza, D. / Connolly, D. P. / Romero, A. / Kouroussis, G. / Galvín, P. (2020): A transfer function method to predict building vibration and its application to railway defects. In: Construction and Building Materials, v. 232 (Januar 2020).
https://doi.org/10.1016/j.conbuildmat.2019.117217
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Romero, A. / Galvín, P. / Dominguez, J. (2012): A time domain analysis of train induced vibrations. In: Earthquakes and Structures, v. 3, n. 3-4 (Juni 2012).
https://doi.org/10.12989/eas.2012.3.3_4.297
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Solís, M. / Romero, A. / Galvín, P. (2012): Teaching Structural Analysis through Design, Building, and Testing. In: Journal of Professional Issues in Engineering Education and Practice, v. 138, n. 3 (Juli 2012).
https://doi.org/10.1061/(asce)ei.1943-5541.0000097
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Connolly, D. P. / Galvín, P. / Olivier, B. / Romero, A. / Kouroussis, G. (2019): A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects. In: Soil Dynamics and Earthquake Engineering, v. 120 (Mai 2019).
https://doi.org/10.1016/j.soildyn.2019.01.030
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Galvín, P. / Romero, A. (2014): A MATLAB toolbox for soil–structure interaction analysis with finite and boundary elements. In: Soil Dynamics and Earthquake Engineering, v. 57 (Februar 2014).
https://doi.org/10.1016/j.soildyn.2013.10.009
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Romero, A. / Solís, M. / Dominguez, J. / Galvín, P. (2013): Soil–structure interaction in resonant railway bridges. In: Soil Dynamics and Earthquake Engineering, v. 47 (April 2013).
https://doi.org/10.1016/j.soildyn.2012.07.014
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Galvín, P. / Mendoza, D.López / Connolly, D. P. / Degrande, G. / Lombaert, G. / Romero, A. (2018): Scoping assessment of free-field vibrations due to railway traffic. In: Soil Dynamics and Earthquake Engineering, v. 114 (November 2018).
https://doi.org/10.1016/j.soildyn.2018.07.046
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Galvín, P. / Romero, A. / Dominguez, J. (2010): Vibrations induced by HST passage on ballast and non-ballast tracks. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 9 (September 2010).
https://doi.org/10.1016/j.soildyn.2010.02.004
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López-Mendoza, D. / Romero, A. / Connolly, D. P. / Galvín, P. (2017): Scoping assessment of building vibration induced by railway traffic. In: Soil Dynamics and Earthquake Engineering, v. 93 (Februar 2017).
https://doi.org/10.1016/j.soildyn.2016.12.008
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Romero, A. / Cruz-Muñoz, F. J. / Tadeu, A. / Galvín, P. (2018): A novel 2.5D spectral approach for studying thin-walled waveguides with fluid-acoustic interaction. In: Computers & Structures, v. 204 (15 Juli 2018).
https://doi.org/10.1016/j.compstruc.2018.04.006
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Doménech, A. / Martínez-Rodrigo, M. D. / Romero, A. / Galvín, P. (2016): On the basic phenomenon of soil-structure interaction on the free vibration response of beams: Application to railway bridges. In: Engineering Structures, v. 125 (Oktober 2016).
https://doi.org/10.1016/j.engstruct.2016.06.052
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Martínez-Rodrigo, M. D. / Galvín, P. / Doménech, A. / Romero, A. (2018): Effect of soil properties on the dynamic response of simply-supported bridges under railway traffic through coupled boundary element-finite element analyses. In: Engineering Structures, v. 170 (September 2018).
https://doi.org/10.1016/j.engstruct.2018.02.089
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Galvín, P. / Romero, A. / Moliner, E. / Martínez-Rodrigo, M. D. (2018): Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation. In: Engineering Structures, v. 167 (Juli 2018).
https://doi.org/10.1016/j.engstruct.2018.03.052