Figures & data
Table 1: Modal parameters
Fig. 1: Lateral (in m), vertical (in m), and torsional (in degrees) components of selected modal shapes
![Fig. 1: Lateral (in m), vertical (in m), and torsional (in degrees) components of selected modal shapes](/cms/asset/f884d58f-8984-4992-a550-5a9630b7f380/tsei_a_2104188_f0001_oc.jpg)
Table 2: Incoming wind characteristics
Fig. 5: Lift and moment flutter derivatives as a function of reduced velocity U*, for several mean angles of attack. The markers at U* = 20 indicate the quasi-steady values of the coefficients
![Fig. 5: Lift and moment flutter derivatives as a function of reduced velocity U*, for several mean angles of attack. The markers at U* = 20 indicate the quasi-steady values of the coefficients](/cms/asset/57bacc87-58c9-47b9-9c32-862141d96d8f/tsei_a_2104188_f0005_oc.jpg)
Table 3: Drag and lateral flutter derivative values based on QST, for several angles of attack
Table 4: Estimated values and spread of the total damping trend
Table 5: Estimated values and spread of the accepted contributions for mid-span and quarter-span
Fig. 17: Comparison metrics for the vertical displacements (left) and for the rotations (right) at mid-span, at 45 m/s
![Fig. 17: Comparison metrics for the vertical displacements (left) and for the rotations (right) at mid-span, at 45 m/s](/cms/asset/bc50a99d-2fb4-4b50-b2ae-524fe183aa86/tsei_a_2104188_f0017_oc.jpg)
Table 6: Estimated values and spread of the deck static rotation at mid-span
Table 7: Estimated values and spread of accepted contributions for mid-span