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This paper presents a nonlinear analysis for the motion of equations proposed by Nakamura [8] to predict the lateral vibration induced by pedestrians on footbridges, in which the influence of crowd on the footbridge is considered as a velocity feedback with a time delay to it. The relationship between the lateral vibration of footbridge and the coefficients in Nakamura's model, including the rate...
This paper presents a nonlinear analysis for the motion of equations proposed by Nakamura [8] to predict the lateral girder response induced by pedestrians on footbridges. The relationship between the lateral vibration of footbridge and the coefficients in Nakamura's model, including the rate of a pedestrian's lateral force, pedestrian density, rate of synchronized pedestrians, and pedestrians' attitude...
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