Lusail n. 8 & 9 suspension bridges
Main span 165m, deck width 12m.
Stability verification, vortex induced vibrations checking, loads on the tower and bridge response to turbulent wind and on the arches.
Plus
Year of the study: 2015
Client: Parsons
Model & scale: Deck sectional model 1/50, tower aeroelastic model 1/50, full bridge aeroelastic model 1/50
Area: Research project and Commercial project
