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A Stability Criterion Model of Flexible Footbridges under Crowd-Induced Vertical Excitation

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Figure

Fig. 3. The uniform arrange diagram of crowd on a footbridge
Fig. 4. The effect of crowd size on the dynamic response of the structure (�(0) = 0.1��,�  �(0) = 0)
Fig. 5. The effect of crowd size on the damping of structure

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