Fig. 7From: Aerodynamic loads and bridge responses under train passage: case study of an overpass steel box-girder cable-stayed bridgeEffects of train speeds: a lift force time history curve; b attenuation curve of positive lift force of head wave along longitudinal bridge direction; c variation of positive lift force extremum of head wave in L1, L3, L5 with train speed; d head wave lift force positive extremum coefficient along longitudinal bridge directionBack to article page