Dynamic Characterization of a Reinforcement Rammed Wall for the Earthen Ruins

<div>Numerical frequencies and vibration modes. (a) First-order transverse bending, <i>f</i><sub>1FEM</sub> = 3.34 Hz, (b) second-order left and right torsion, <i>f</i><sub>2FEM</sub> = 5.417 Hz, and (c) third-order vertical bending, <i>f</i><sub>3FEM</sub> = 6.098 Hz.</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Dynamic Characterization of a Reinforcement Rammed Wall for the Earthen Ruins 