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The PM2.5 levels inside the trains decreased with the trains passage in aboveground sections.
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Over 1000 trains passages were analyzed, with temperatures ranging from −30 to +30 °C and amplitudes of vibration varying from 0.5 m/s2 to 0. The location of the accelerometers allowed for separation of the signals into their bending and torsional components.
Ballast influence and effects of high-speed train passage on a concrete underpass structure are analysed.
Repeated train passage subjects ballast aggregates to abrasion and, eventually, breakage.
Ground borne vibrations generated due to high speed train passage can cause undesirable effects on the nearby environment.
The analytical results show that the dynamic amplification factors, due to train passage, are significantly larger than current trains.
The stress history of each concerned detail during a single train passage was generated by the validated FE model.
This paper investigates under which conditions dynamic train bridge interaction should be considered for the dynamic analysis of a bridge during a train passage.
Using a 2.5D model to predict the response during a train passage leads to an overestimation of both train-track interaction forces and free field vibrations.
In the present paper, in order to test the model, vibrations induced by high-speed train passage are evaluated for a ballasted track.
The vehicle is modelled as a multi-body system and, therefore, the quasi-static and the dynamic excitation mechanisms due to train passage can be considered.
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