Dear Jason.
Thank you for your response.
Linearization analysis was performed using the test14 file.
The results of the analysis are shown below.
・The value differs from the inertia described in this topic by about two orders of magnitude.Why is this?
・In test14 I have no damping on the blades and tower, is it better to have no damping in the linearized analysis?
・Is it possible to calculate natural frequencies with BModes?
(M:6×6)
7.81E+04 0.00E+00 0 0 6553000 -0.01
0.00E+00 7.81E+04 0 -6553000 0 -95800.00
0.0 0.0 78060.000 0.0 95800.0 0.00
0.0 -6553000.0 0.008 553100000.0 0.0 7941000.00
6553000.0 0.0 95800.000 0.0 551900000.0 -0.76
0.0 -95800.0 0.000 7941000.0 -0.8 1815000.00
m=tip_mass=78060.000
x_g=cm_loc=-1.227
y_g=0.000
z_g=83.948
z_g-TowerHt=cm_axial=1.558
Ixx=553100000.00
Iyy=551900000.00
Izz=1815000.00
Ixy=0.01
Iyz=-0.76
Izx=7941000.00
Converted to top tower
Ixx=552910460.38
Iyy=551782429.95
Izz=1697428.39
Ixy=0.00
Iyz=0.00
Izx=63059480850720.10
・fst
・blade
・tower
・Ptfm
・wind
・linear.dat
・fsm