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

<div>(a) Heel-drop load time history, (b) acceleration time history under heel-drop, (c) acceleration time history under walking, and (d) acceleration time history under environmental excitations.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Vibration Analysis of Low Height-to-Span Ratio Pedestrian Bridge under Human-Induced Excitation 