Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge

<div>Vertical GRF for a single-person walking at step frequencies of (a) 1.6 Hz, (b) 1.8 Hz, (c) 2.0 Hz, (d) 2.2 Hz, and (e) 2.4 Hz in time and frequency domains.</div>

Advances in Civil Engineering

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Figure 17

Figure 17: Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 

Figure 17 | Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 