Numerical Modelling of Building Vibrations due to Railway Traffic: Analysis of the Mitigation Capacity of a Wave Barrier

<div>Vertical (solid line) and horizontal (dashed line) maximum acceleration and velocities on four different points of the foundation slab.</div>

Shock and Vibration

Figure 9: Numerical Modelling of Building Vibrations due to Railway Traffic: Analysis of the Mitigation Capacity of a Wave Barrier 