Browsing Department of Civil Engineering & Trades by Subject "Bridges"
Now showing items 1-2 of 2
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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 ... -
Interactive horizontal load model for pedestrians crossing footbridges.
(Taylor & Francis, 2007-02-16)In recent years several theories have been put forward in relation to lateral forces imparted on bridges from crowd movements. It is now widely accepted that the interaction between the crowd and the structure, particularly ...