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Buffet loading, dynamic response and aerodynamic control of a suspension bridge in a turbulent wind

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Figure

Figure 3: Grid in the BMT wind tunnel.
Table 1: Physical parameters of the deck. Note that b includes the flap chords.
Figure 4: Measured spectrum (solid blue) of the lift generated on the model bridge deckby grid turbulence in a wind tunnel test with a length scale ratio ofits theoretical prediction (dash-dot green)
Figure 5: Measured spectra of the heave (solid blue) and pitch (solid red) responses of themodel bridge deck in wind tunnel turbulence
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