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. 2017 Jul 19;473(2203):20170136. doi: 10.1098/rspa.2017.0136

Figure 6.

Figure 6.

Response in the frequency domain of a semi-infinite structure, shown at the top, for h*=0 N s (left diagram) and h*= 50 000 N s (right diagram). The displacement of point P due to a harmonic displacement of amplitude d0=0.01 m and variable frequency f is plotted in both diagrams. PML are added to prevent reflections of waves at the right boundary.