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Characteristic vertical response of a footbridge due to crowd loading.
The characteristic vertical vibration of a flexible footbridge subject to crowd loading is examined in this paper. Typically, bridge vibrations produced from a crowd of pedestrians are estimated by using an enhancement ...
The effect of clusters within crowds of pedestrians on the vertical response of a flexible footbridge.
The issue of excessive vibrations of footbridges due to the passage of pedestrians has been well documented in the past decade. Despite this there still remains great uncertainty as to how to predict the acceleration ...
A parametric study of pedestrian vertical force models for dynamic analysis of footbridges.
Footbridge vibration has received much attention in recent years. However, stochastic models for crowd loading are not common, and estimation of crowd-induced vibration is typically done through enhancement factors applied ...