Fig. 6From: Aerodynamic loads and bridge responses under train passage: case study of an overpass steel box-girder cable-stayed bridgeWind pressure nephogram: a nose of head carriage reaches the windward side; b nose of head carriage reaches the center line of the girder; c nose of head carriage reaches the leeward side; d nose of tail carriage reaches the windward side; e nose of tail carriage reaches the center line of the girder; f nose of tail carriage reaches the leeward sideBack to article page