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Fig. 6 | Advances in Bridge Engineering

Fig. 6

From: Aerodynamic loads and bridge responses under train passage: case study of an overpass steel box-girder cable-stayed bridge

Fig. 6

Wind 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 side

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