Lightweight footbridges are succeptible to large lateral vibration amplitudes when subjected to lateral crowd-induced forces. A probabilistic assessment is presented to evaluate critical number of pedestrians requiered to trigger a maximum admisible risk for lateral vibrations.
Probabilistic serviceability assessment of footbridges subjected to crowd-induced lateral vibrations
Probabilistic analysis of Lightweight footbridges succeptible to large lateral vibration amplitudes when subjected to lateral crowd-induced forces.