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GuyanLoadCorrection in SubDyn #135

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GuyanLoadCorrection in SubDyn #135

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2 changes: 1 addition & 1 deletion ...-codes/openfast/5MW_OC3Mnpl_DLL_WTurb_WavesIrr/NRELOffshrBsline5MW_OC3Monopile_SubDyn.dat
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Original file line number Diff line number Diff line change
Expand Up @@ -5,7 +5,7 @@ False Echo - Echo input data to "<rootname>.SD.ech" (flag)
"DEFAULT" SDdeltaT - Local Integration Step. If "default", the glue-code integration step will be used.
3 IntMethod - Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2].
True SttcSolve - Solve dynamics about static equilibrium point
False GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
True GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
-------------------- FEA and CRAIG-BAMPTON PARAMETERS ---------------------------------
3 FEMMod - FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]
3 NDiv - Number of sub-elements per member
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2 changes: 1 addition & 1 deletion glue-codes/openfast/5MW_OC3Mnpl_Linear/NRELOffshrBsline5MW_OC3Monopile_SubDyn.dat
View file
Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -5,7 +5,7 @@ False Echo - Echo input data to "<rootname>.SD.ech" (flag)
"DEFAULT" SDdeltaT - Local Integration Step. If "default", the glue-code integration step will be used.
3 IntMethod - Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2].
True SttcSolve - Solve dynamics about static equilibrium point
False GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
True GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
-------------------- FEA and CRAIG-BAMPTON PARAMETERS ---------------------------------
3 FEMMod - FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]
3 NDiv - Number of sub-elements per member
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2 changes: 1 addition & 1 deletion glue-codes/openfast/5MW_OC3Trpd_DLL_WSt_WavesReg/NRELOffshrBsline5MW_OC3Tripod_SubDyn.dat
View file
Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -5,7 +5,7 @@ False Echo - Echo input data to "<rootname>.SD.ech" (flag)
"DEFAULT" SDdeltaT - Local Integration Step. If "default", the glue-code integration step will be used.
3 IntMethod - Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2].
True SttcSolve - Solve dynamics about static equilibrium point
False GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
True GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
-------------------- FEA and CRAIG-BAMPTON PARAMETERS ---------------------------------
3 FEMMod - FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]
1 NDiv - Number of sub-elements per member
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2 changes: 1 addition & 1 deletion .../openfast/5MW_OC4Jckt_DLL_WTurb_WavesIrr_MGrowth/NRELOffshrBsline5MW_OC4Jacket_SubDyn.dat
View file
Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -5,7 +5,7 @@ False Echo - Echo input data to "<rootname>.SD.ech" (flag)
"DEFAULT" SDdeltaT - Local Integration Step. If "default", the glue-code integration step will be used.
3 IntMethod - Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2].
True SttcSolve - Solve dynamics about static equilibrium point
False GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
True GuyanLoadCorrection - Include extra moment from lever arm at interface and rotate FEM for floating.
-------------------- FEA and CRAIG-BAMPTON PARAMETERS ---------------------------------
3 FEMMod - FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]
2 NDiv - Number of sub-elements per member
Expand Down