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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 ...
The influence of selected gait parameters on vertical pedestrian loading.
(Dolnoslaskie Wydawnictwo Edukacyjne, 2011)
Walking trials have been carried out on a rigid surface mounted with a force plate in order to determine the influence of
selected gait parameters on vertical pedestrian loading. This paper presents the results of this ...
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’ ...