In this work models with nonlinear wheel–rail contact forces are considered for analysing
the dynamic interaction between high speed trains and bridges, in order to study dynamic …

This paper studies the influence of different factors related to the structure-track-vehicle
coupling system in the train's stability against crosswinds, namely the bridge lateral behaviour, …

Passenger riding comfort is a major concern in railways, particularly in high-speed (HS)
networks due its strict requirements. Both the track and vehicle conditions may influence the …

A fully coupled method for reproducing road vehicle–bridge dynamic interaction is presented
in which finite element models are used for the structure, multibody dynamics models for …

This work presents experiments and modelling aimed at characterising the passive mechanical
behaviour of the human thoracic descending aorta. To this end, uniaxial tension and …

The vertical dynamic actions transmitted by railway vehicles to the ballasted track infrastructure
are evaluated taking into account models with different degrees of detail. In particular, …

The presence of damage in a railway bridge alters its stiffness and consequently, its static
and dynamic response to loading. The dynamic response of a railway bridge to loading …

For bridges under seismic excitations, current design practices recommend to comply with
the capacity protection principle for pile foundations. However, in cases, such as elevated (or …

In this work the finite element simulation of the simple tension test in metals is discussed.
Results from Bridgman as well as experimental measurements obtained with aluminium …

This paper describes two practical methodologies for modeling the collapse of reinforced
concrete structures. They are validated with a real scale test of a two-floor structure which loses …