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

<div>FE model of the bridge. (a) Overall FE model; (b) configuration of column bracket (without a top plate for clarity); (c) configuration of columns.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 

Figure 9 | Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 