Buscar
Mostrando ítems 1-2 de 2
Ponencia
Serviceability conditions of pedestrian structures using a simplified moving mass model
(Víctor Compán Cardiel [etc.], 2015)
A simple mechanical model for pedestrian loading, consisting on a mass with a single degree of freedom that moves at constant speed along the footbridge, is presented. The footbrigde is modelled using a reduced number ...
Ponencia
Static, modal and dynamic behaviour of a stress ribbon footbridge : experimental and computational results
(Víctor Compán Cardiel [etc.], 2015)
Response for the static, modal and dynamic problem corresponding to a stress ribbon footbridge is studied. The equilibrium equations describing the problem are coupled nonlinear differential equations which are numerically ...