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Characteristic vertical response of a footbridge due to crowd loading.
(EuroDyn, 2011-07)
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 ...
Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading.
(Elsevier, 2012-07)
The vertical acceleration response of a hypothetical footbridge is predicted for a sample of single pedestrians and a crowd of pedestrians using a probabilistic approach. This approach uses statistical distributions to ...
A parametric study of pedestrian vertical force models for dynamic analysis of footbridges.
(2011-10)
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 ...