Dynamic Characterization of a Reinforcement Rammed Wall for the Earthen Ruins

<div>Experimental frequencies and vibration modes. (a) First-order transverse bending, <i>f</i><sub>1</sub> = 3.626 Hz, and damp = 0.861%. (b) Second-order left and right torsion, <i>f</i><sub>2</sub> = 5.018 Hz, and damp = 0.416%. (c) Third-order vertical bending, <i>f</i><sub>3</sub> = 6.372 Hz, and damp = 1.876%.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Dynamic Characterization of a Reinforcement Rammed Wall for the Earthen Ruins 