P. A. Montenegro
- Impact of the train-track-bridge system characteristics in the runnability of high-speed trains against crosswinds - Part I: Running safety. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 224 (mai 2022). (2022):
- Impact of the train-track-bridge system characteristics in the runnability of high-speed trains against crosswinds - Part II: Riding comfort. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 224 (mai 2022). (2022):
- Wind-induced fatigue analysis of high-rise guyed lattice steel towers. Dans: Structures, v. 36 (février 2022). (2022):
- Influence of the railway vehicle properties in the running safety against crosswinds. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 217 (octobre 2021). (2021):
- Assessment of train running safety on bridges: A literature review. Dans: Engineering Structures, v. 241 (août 2021). (2021):
- Modelling and analysis of the dynamic response of a railway viaduct using an accurate and efficient algorithm. Dans: Engineering Structures, v. 226 (janvier 2021). (2021):
- Probabilistic numerical evaluation of dynamic load allowance factors in steel modular bridges using a vehicle-bridge interaction model. Dans: Engineering Structures, v. 226 (janvier 2021). (2021):
- A comparative study on the running safety of trains subjected to crosswinds simulated with different wind models. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 207 (décembre 2020). (2020):
- Dynamic effects on a train-bridge system caused by stochastically generated turbulent wind fields. Dans: Engineering Structures, v. 211 (mai 2020). (2020):
- Wheel–rail contact formulation for analyzing the lateral train–structure dynamic interaction. Dans: Computers & Structures, v. 152 (mai 2015). (2015):
- Running safety assessment of trains moving over bridges subjected to moderate earthquakes. Dans: Earthquake Engineering and Structural Dynamics, v. 45, n. 3 (mars 2016). (2016):
- A direct method for analyzing the nonlinear vehicle–structure interaction. Dans: Engineering Structures, v. 69 (juin 2014). (2014):