Fig. 4 | Scientific Reports

Fig. 4

From: Dynamic response and vibration suitability analysis of the large-span double-connected structure under coupled wind and pedestrian loads

Fig. 4

Pedestrian positions and corresponding vertical and horizontal lateral pedestrian pressures at different moments for a pedestrian density of 0.2 person/m2. (a) Pedestrian position distribution and pressure magnitude at the starting moment. (b) Pedestrian position distribution and pressure at the process moment. (c) Pedestrian position distribution and pressure at the final moment.

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