Dear all,
I am trying to obtain realistic results for OC3Hywind with TMD on the nacelle. But the heave is not what I expected as shown below;
 TMD MASS, STIFFNESS, & DAMPING 
2000 TMD_X_M  TMD mass (kg)
2000 TMD_Y_M  TMD mass (kg)
4000 TMD_XY_M  TMDXY mass (kg)
8245 TMD_X_K  TMD stiffness (N/m)
8245 TMD_Y_K  TMD stiffness (N/m)
252 TMD_X_C  TMD damping (N/(m/s))
252 TMD_Y_C  TMD damping (N/(m/s))
1500 TMD_X_KS  Stop spring stiffness of TMD_X (N/m)
1500 TMD_Y_KS  Stop spring stiffness of TMD_Y (N/m)
1000 TMD_X_CS  Stop spring damping (N/(m/s))
1000 TMD_Y_CS  Stop spring damping (N/(m/s))
I just want to obtain a graph, that shows the TMD damps the wave force and decreases the heave more quickly. After that, the TMD graph should continue as close to 0 harmonically.
Should I change the TMD parameters? Which values should I use?
PS: I am working on Test24 case in FastV8 (with and without TMD)
Best Regards
Dear @Kaan.Akkas,
Just a few comments:

The heave motion is not of particular concern in a spar, due its deep draft; i.e., wave excitation in the heave direction is quite minimal.

The heave motion that does exist for the OC3Hywind spar is more the result of pitch and roll motion, given the fact that the center of rotation is far below the still water level (COS(rotation)  1 effect). So, reducing heave motion would require reducing roll and pitch motion.

In FAST v8, nacellebased TMDs exist in the horizontal direction (X, Y), but not in the vertical direction (Z). So, the TMDs can be used to impact tower foreaft and sideside motion, as well as platform surge, sway, roll, and pitch motion, which would have a small effect on heave.

You have not stated which TMD degrees of freedom you have enabled, nor have you stated how you’ve derived the TMD mass, stiffness, and damping. Are these set so as to have maximum damping effect for a given mode of motion?
Please note that in OpenFAST, we’ve recently improved the model of TMDs and other structural controllers (StC), including support for TMDs in the vertical (Z) direction and support for StCs installed also in the blades and platform. I would suggest upgrading from FAST v8 to OpenFAST to take advantage of the new functionality.
Best regards,
Dear Jason,
Thank you for your answer. I could add structural controller (StC) to 5MW_OC3Spar_DLL_WTurb_WavesIrr on openfast. As you mentioned, there are multiple controllers for multiple parts of the wind turbine. My question is: Is this controller tuned liquid column damper (TLCD) or tuned mass damper (TMD)? Because in the beginning of input file it says TMD, but at the end of the file, there are parameters for TLCD. I am a little bit confused about degree of freedoms too. The controller for the nacelle is shown below;
 STRUCTURAL CONTROL (StC) INPUT FILE 
Input file for tuned mass damper, module by Matt Lackner, Meghan Glade, and Semyung Park (UMass)
 SIMULATION CONTROL 
True Echo  Echo input data to .ech (flag)
 StC DEGREES OF FREEDOM 
2 StC_DOF_MODE  DOF mode (switch) {0: No StC or TLCD DOF; 1: StC_X_DOF, StC_Y_DOF, and/or StC_Z_DOF (three independent StC DOFs); 2: StC_XY_DOF (OmniDirectional StC); 3: TLCD; 4: Prescribed force/moment time series}
true StC_X_DOF  DOF on or off for StC X (flag) [Used only when StC_DOF_MODE=1]
true StC_Y_DOF  DOF on or off for StC Y (flag) [Used only when StC_DOF_MODE=1]
FALSE StC_Z_DOF  DOF on or off for StC Z (flag) [Used only when StC_DOF_MODE=1]
 StC LOCATION  [relative to the reference origin of component attached to]
3 StC_P_X  At rest X position of StC (m)
0 StC_P_Y  At rest Y position of StC (m)
2 StC_P_Z  At rest Z position of StC (m)
 StC INITIAL CONDITIONS  [used only when StC_DOF_MODE=1 or 2]
1 StC_X_DSP  StC X initial displacement (m) [relative to at rest position]
1 StC_Y_DSP  StC Y initial displacement (m) [relative to at rest position]
0 StC_Z_DSP  StC Z initial displacement (m) [relative to at rest position; used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
 StC CONFIGURATION  [used only when StC_DOF_MODE=1 or 2]
10 StC_X_PSP  Positive stop position (maximum X mass displacement) (m)
10 StC_X_NSP  Negative stop position (minimum X mass displacement) (m)
10 StC_Y_PSP  Positive stop position (maximum Y mass displacement) (m)
10 StC_Y_NSP  Negative stop position (minimum Y mass displacement) (m)
10 StC_Z_PSP  Positive stop position (maximum Z mass displacement) (m) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
10 StC_Z_NSP  Negative stop position (minimum Z mass displacement) (m) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
 StC MASS, STIFFNESS, & DAMPING  [used only when StC_DOF_MODE=1 or 2]
20000 StC_X_M  StC X mass (kg) [must equal StC_Y_M for StC_DOF_MODE = 2]
20000 StC_Y_M  StC Y mass (kg) [must equal StC_X_M for StC_DOF_MODE = 2]
0 StC_Z_M  StC Z mass (kg) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
20000 StC_XY_M  StC XY mass (kg) [used only when StC_DOF_MODE=2]
28000 StC_X_K  StC X stiffness (N/m)
28000 StC_Y_K  StC Y stiffness (N/m)
0 StC_Z_K  StC Z stiffness (N/m) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
2800 StC_X_C  StC X damping (N/(m/s))
2800 StC_Y_C  StC Y damping (N/(m/s))
0 StC_Z_C  StC Z damping (N/(m/s)) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
15000 StC_X_KS  Stop spring X stiffness (N/m)
15000 StC_Y_KS  Stop spring Y stiffness (N/m)
0 StC_Z_KS  Stop spring Z stiffness (N/m) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
10000 StC_X_CS  Stop spring X damping (N/(m/s))
10000 StC_Y_CS  Stop spring Y damping (N/(m/s))
0 StC_Z_CS  Stop spring Z damping (N/(m/s)) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
 StC USERDEFINED SPRING FORCES  [used only when StC_DOF_MODE=1 or 2]
False Use_F_TBL  Use spring force from userdefined table (flag)
17 NKInpSt  Number of spring force input stations
 StC SPRING FORCES TABLE  [used only when StC_DOF_MODE=1 or 2]
X F_X Y F_Y Z F_Z
(m) (N) (m) (N) (m) (N)
6.0000000E+00 4.8000000E+06 6.0000000E+00 4.8000000E+06 6.0000000E+00 4.8000000E+06
5.0000000E+00 2.4000000E+06 5.0000000E+00 2.4000000E+06 5.0000000E+00 2.4000000E+06
4.5000000E+00 1.2000000E+06 4.5000000E+00 1.2000000E+06 4.5000000E+00 1.2000000E+06
4.0000000E+00 6.0000000E+05 4.0000000E+00 6.0000000E+05 4.0000000E+00 6.0000000E+05
3.5000000E+00 3.0000000E+05 3.5000000E+00 3.0000000E+05 3.5000000E+00 3.0000000E+05
3.0000000E+00 1.5000000E+05 3.0000000E+00 1.5000000E+05 3.0000000E+00 1.5000000E+05
2.5000000E+00 1.0000000E+05 2.5000000E+00 1.0000000E+05 2.5000000E+00 1.0000000E+05
2.0000000E+00 6.5000000E+04 2.0000000E+00 6.5000000E+04 2.0000000E+00 6.5000000E+04
0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00
2.0000000E+00 6.5000000E+04 2.0000000E+00 6.5000000E+04 2.0000000E+00 6.5000000E+04
2.5000000E+00 1.0000000E+05 2.5000000E+00 1.0000000E+05 2.5000000E+00 1.0000000E+05
3.0000000E+00 1.5000000E+05 3.0000000E+00 1.5000000E+05 3.0000000E+00 1.5000000E+05
3.5000000E+00 3.0000000E+05 3.5000000E+00 3.0000000E+05 3.5000000E+00 3.0000000E+05
4.0000000E+00 6.0000000E+05 4.0000000E+00 6.0000000E+05 4.0000000E+00 6.0000000E+05
4.5000000E+00 1.2000000E+06 4.5000000E+00 1.2000000E+06 4.5000000E+00 1.2000000E+06
5.0000000E+00 2.4000000E+06 5.0000000E+00 2.4000000E+06 5.0000000E+00 2.4000000E+06
6.0000000E+00 4.8000000E+06 6.0000000E+00 4.8000000E+06 6.0000000E+00 4.8000000E+06
 StructCtrl CONTROL  [used only when StC_DOF_MODE=1 or 2]
0 StC_CMODE  Control mode (switch) {0:none; 1: SemiActive Control Mode; 2: Active Control Mode}
1 StC_SA_MODE  SemiActive control mode {1: velocitybased ground hook control; 2: Inverse velocitybased ground hook control; 3: displacementbased ground hook control 4: Phase difference Algorithm with Friction Force 5: Phase difference Algorithm with Damping Force} ()
0 StC_X_C_HIGH  StC X high damping for ground hook control
0 StC_X_C_LOW  StC X low damping for ground hook control
0 StC_Y_C_HIGH  StC Y high damping for ground hook control
0 StC_Y_C_LOW  StC Y low damping for ground hook control
0 StC_Z_C_HIGH  StC Z high damping for ground hook control [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
0 StC_Z_C_LOW  StC Z low damping for ground hook control [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
0 StC_X_C_BRAKE  StC X high damping for braking the StC (Don’t use it now. should be zero)
0 StC_Y_C_BRAKE  StC Y high damping for braking the StC (Don’t use it now. should be zero)
0 StC_Z_C_BRAKE  StC Z high damping for braking the StC (Don’t use it now. should be zero) [used only when StC_DOF_MODE=1 and StC_Z_DOF=TRUE]
 TLCD  [used only when StC_DOF_MODE=3]
7.9325 L_X  X TLCD total length (m)
6.5929 B_X  X TLCD horizontal length (m)
2.0217 area_X  X TLCD crosssectional area of vertical column (m^2)
0.913 area_ratio_X  X TLCD crosssectional area ratio (vertical column area divided by horizontal column area) ()
2.5265 headLossCoeff_X  X TLCD head loss coeff ()
1000 rho_X  X TLCD liquid density (kg/m^3)
3.5767 L_Y  Y TLCD total length (m)
2.1788 B_Y  Y TLCD horizontal length (m)
1.2252 area_Y  Y TLCD crosssectional area of vertical column (m^2)
2.7232 area_ratio_Y  Y TLCD crosssectional area ratio (vertical column area divided by horizontal column area) ()
0.6433 headLossCoeff_Y  Y TLCD head loss coeff ()
1000 rho_Y  Y TLCD liquid density (kg/m^3)
 PRESCRIBED TIME SERIES  [used only when StC_DOF_MODE=4]
0 PrescribedForcesCoord Prescribed forces are in global or local coordinates (switch) {1: global; 2: local}
“TimeForceSeries.dat” PrescribedForcesFile  Time series force and moment (7 columns of time, FX, FY, FZ, MX, MY, MZ)