Modelling Ambient Vibration Responses Induced by Operation of Metro Train on Curved Rail Segment with Small Curvature Radius

Figure 19

Acceleration peak of each floor under different scenarios. (a) Peak acceleration of the personnel quota scenario. (b) Peak acceleration of the overcrowding scenario. A: horizontal peak acceleration of the left train passing through building. B: vertical peak acceleration of the left train passing through building. C: horizontal peak acceleration of the right train passing through building. D: vertical peak acceleration of the right train passing through building. E: horizontal peak acceleration of the building during Metro meetings. F: vertical peak acceleration of the building during Metro meetings.

(a)

(b)