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

<div>(a) Cloud of peak response distribution of heel-drop excitations of the pedestrian bridge at mid-span position (unit in m) and (b) cloud of peak response distribution of heel-drop excitations of the pedestrian bridge at 1/4 span position (unit in m).</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Vibration Analysis of Low Height-to-Span Ratio Pedestrian Bridge under Human-Induced Excitation 