Research Article
Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge
Figure 18
Vertical body acceleration 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.
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