M. D. Martínez-Rodrigo
- Dynamic load allowance of long-span modular steel bridges. In: Engineering Structures, v. 282 (Mai 2023). (2023):
- 3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects. In: Engineering Structures, v. 279 (März 2023). (2023):
- Ballast shear effects on the dynamic response of railway bridges. In: Engineering Structures, v. 272 (Dezember 2022). (2022):
- 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). (2021):
- (2022): Fast simulation of railway bridge dynamics accounting for soil–structure interaction. In: Bulletin of Earthquake Engineering, v. 20, n. 7 (April 2022).
- Effect of the end cross beams on the railway induced vibrations of short girder bridges. In: Engineering Structures, v. 201 (Dezember 2019). (2019):
- On the dynamic characterisation of railway bridges through experimental testing. In: Engineering Structures, v. 226 (Januar 2021). (2021):
- Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges. In: Engineering Structures, v. 222 (November 2020). (2020):
- An equivalent additional damping approach to assess vehicle-bridge interaction for train-induced vibration of short-span railway bridges. In: Engineering Structures, v. 188 (Juni 2019). (2019):
- Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers. In: Engineering Structures, v. 32, n. 3 (März 2010). (2010):
- Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers. In: Engineering Structures, v. 40 (Juli 2012). (2012):
- Transverse vibrations in existing railway bridges under resonant conditions: Single-track versus double-track configurations. In: Engineering Structures, v. 32, n. 7 (Juli 2010). (2010):
- Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed. In: Engineering Structures, v. 132 (Februar 2017). (2017):
- Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid viscous dampers supported on clamped auxiliary beams. In: Engineering Structures, v. 59 (Februar 2014). (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). (2014):
- A case study on the application of passive control and seismic isolation techniques to cable-stayed bridges: A comparative investigation through non-linear dynamic analyses. In: Engineering Structures, v. 99 (September 2015). (2015):
- 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). (2016):
- 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). (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). (2018):