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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 ...
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 ...
Vibration serviceability considerations in footbridge design.
(UniMap/AIT, 2011-06)
Modern footbridges are becoming more and more
flexible as they are constructed lighter and more slender than
ever before. This has led to a vibration serviceability issue with
many footbridges, as they can become ‘lively’ ...