Fig. 15From: Advances in modeling boundary layer turbulence and its effects on motion independent aerodynamic force of bridge decksBuffeting calculation results under different models and wind spectrum input conditions (Von Karman spectra). a Horizontal wind spectra for bridge A (1:40). b Vertical wind spectra for bridge A (1:40). c Horizontal wind spectra for bridge A (1:208). d Vertical wind spectra for bridge A (1:208). e Horizontal wind spectra for bridge B. f Vertical wind spectra for bridge B. g Horizontal wind spectra for bridge C. h Vertical wind spectra for bridge CBack to article page