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

<div>Maximum particle velocities and acceleration on several points of the foundation slab with (dashed line) and without (solid line) a wave barrier.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Numerical Modelling of Building Vibrations due to Railway Traffic: Analysis of the Mitigation Capacity of a Wave Barrier 