| Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction P Galvín, A Romero, J Domínguez Journal of Sound and Vibration 329 (24), 5147-5163, 2010 | 330 | 2010 |
| Vibrations induced by HST passage on ballast and non-ballast tracks P Galvín, A Romero, J Domínguez Soil Dynamics and Earthquake Engineering 30 (9), 862-873, 2010 | 133 | 2010 |
| Soil–structure interaction in resonant railway bridges A Romero, M Solís, J Domínguez, P Galvín Soil Dynamics and Earthquake Engineering 47, 108-116, 2013 | 93 | 2013 |
| 3D non-linear time domain FEM–BEM approach to soil–structure interaction problems A Romero, P Galvín, J Domínguez Engineering Analysis with Boundary Elements 37 (3), 501-512, 2013 | 83 | 2013 |
| Scoping assessment of building vibration induced by railway traffic D López-Mendoza, A Romero, DP Connolly, P Galvín Soil Dynamics and Earthquake Engineering 93, 147-161, 2017 | 82 | 2017 |
| A transfer function method to predict building vibration and its application to railway defects D López-Mendoza, DP Connolly, A Romero, G Kouroussis, P Galvín Construction and building materials 232, 117217, 2020 | 54 | 2020 |
| Scoping assessment of free-field vibrations due to railway traffic P Galvín, DL Mendoza, DP Connolly, G Degrande, G Lombaert, ... Soil Dynamics and Earthquake Engineering 114, 598-614, 2018 | 52 | 2018 |
| A 2.5 D time-frequency domain model for railway induced soil-building vibration due to railway defects DP Connolly, P Galvín, B Olivier, A Romero, G Kouroussis Soil Dynamics and Earthquake Engineering 120, 332-344, 2019 | 49 | 2019 |
| A MATLAB toolbox for soil–structure interaction analysis with finite and boundary elements P Galvín, A Romero Soil Dynamics and Earthquake Engineering 57, 10-14, 2014 | 49 | 2014 |
| On the dynamic characterisation of railway bridges through experimental testing P Galvín, A Romero, E Moliner, G De Roeck, MD Martínez-Rodrigo Engineering Structures 226, 111261, 2021 | 48 | 2021 |
| Modelling of acoustic and elastic wave propagation from underground structures using a 2.5 D BEM-FEM approach A Romero, P Galvín, J António, J Domínguez, A Tadeu Engineering Analysis with Boundary Elements 76, 26-39, 2017 | 44 | 2017 |
| On the basic phenomenon of soil-structure interaction on the free vibration response of beams: Application to railway bridges A Doménech, MD Martínez-Rodrigo, A Romero, P Galvín Engineering Structures 125, 254-265, 2016 | 39 | 2016 |
| Dynamic characterisation of wind turbine towers account for a monopile foundation and different soil conditions P Galvín, A Romero, M Solís, J Domínguez Structure and infrastructure engineering 13 (7), 942-954, 2017 | 36 | 2017 |
| 2.5 D coupled BEM–FEM used to model fluid and solid scattering wave A Romero, A Tadeu, P Galvín, J António International Journal for Numerical Methods in Engineering 101 (2), 148-164, 2015 | 33 | 2015 |
| Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation P Galvín, A Romero, E Moliner, MD Martínez-Rodrigo Engineering Structures 167, 48-64, 2018 | 29 | 2018 |
| A 3D time domain numerical model based on half-space Green’s function for soil–structure interaction analysis P Galvín, A Romero Computational Mechanics 53, 1073-1085, 2014 | 29 | 2014 |
| Railway slab vs ballasted track: a comparison of track geometry degradation C Charoenwong, DP Connolly, A Colaço, PA Costa, PK Woodward, ... Construction and Building Materials 378, 131121, 2023 | 27 | 2023 |
| Energy harvesting analysis in railway bridges: An approach based on modal decomposition A Romero, JC Cámara-Molina, E Moliner, P Galvín, MD Martínez-Rodrigo Mechanical Systems and Signal Processing 160, 107848, 2021 | 25 | 2021 |
| Effect of soil properties on the dynamic response of simply-supported bridges under railway traffic through coupled boundary element-finite element analyses MD Martínez-Rodrigo, P Galvín, A Doménech, A Romero Engineering Structures 170, 78-90, 2018 | 25 | 2018 |
| Experimental and numerical evaluation of the wind load on the 516 Arouca pedestrian suspension bridge A Tadeu, FM da Silva, B Ramezani, A Romero, L Škerget, F Bandeira Journal of Wind Engineering and Industrial Aerodynamics 220, 104837, 2022 | 22 | 2022 |
Pedro GalvínUniversidad de SevillaVerified email at us.es
Pedro GalvínUniversidad de SevillaVerified email at us.es