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

<div>Free decay response of the bridge. (a) Overall response, (b) 0.8∼0.96 Hz, (c) 1.4∼1.5 Hz, and (d) 1.58∼1.78 Hz.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 

Figure 8 | Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 