Vibration Analysis of Low Height-to-Span Ratio Pedestrian Bridge under Human-Induced Excitation

<div>(a) Amplitude-frequency characteristic curve, (b) histogram of damping ratio distribution under walking, and (c) histogram of damping ratio distribution under heel-drop.</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Vibration Analysis of Low Height-to-Span Ratio Pedestrian Bridge under Human-Induced Excitation 