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Merge pull request #86 from OpenFAST/dev
Merge dev to main for 3.4.0 release
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@@ -14,6 +14,8 @@ install_manifest.txt | |
*.so | ||
*.o | ||
*.exp | ||
*.exe | ||
vtk* | ||
*.lib | ||
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# temporary matlab files | ||
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185 changes: 101 additions & 84 deletions
185
...NRELOffshrBsline5MW_Onshore_AeroDyn15.dat → glue-codes/fast-farm/5MW_Baseline/AD.dat
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108 changes: 54 additions & 54 deletions
108
...fshrBsline5MW_Onshore_ElastoDyn_Tower.dat → ...fshrBsline5MW_Onshore_ElastoDyn_Tower.dat
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@@ -1,54 +1,54 @@ | ||
------- ELASTODYN V1.00.* TOWER INPUT FILE ------------------------------------- | ||
NREL 5.0 MW offshore baseline tower input properties. | ||
---------------------- TOWER PARAMETERS ---------------------------------------- | ||
11 NTwInpSt - Number of input stations to specify tower geometry | ||
1 TwrFADmp(1) - Tower 1st fore-aft mode structural damping ratio (%) | ||
1 TwrFADmp(2) - Tower 2nd fore-aft mode structural damping ratio (%) | ||
1 TwrSSDmp(1) - Tower 1st side-to-side mode structural damping ratio (%) | ||
1 TwrSSDmp(2) - Tower 2nd side-to-side mode structural damping ratio (%) | ||
---------------------- TOWER ADJUSTMUNT FACTORS -------------------------------- | ||
1 FAStTunr(1) - Tower fore-aft modal stiffness tuner, 1st mode (-) | ||
1 FAStTunr(2) - Tower fore-aft modal stiffness tuner, 2nd mode (-) | ||
1 SSStTunr(1) - Tower side-to-side stiffness tuner, 1st mode (-) | ||
1 SSStTunr(2) - Tower side-to-side stiffness tuner, 2nd mode (-) | ||
1 AdjTwMa - Factor to adjust tower mass density (-) | ||
1 AdjFASt - Factor to adjust tower fore-aft stiffness (-) | ||
1 AdjSSSt - Factor to adjust tower side-to-side stiffness (-) | ||
---------------------- DISTRIBUTED TOWER PROPERTIES ---------------------------- | ||
HtFract TMassDen TwFAStif TwSSStif | ||
(-) (kg/m) (Nm^2) (Nm^2) | ||
0.0000000E+00 5.5908700E+03 6.1434300E+11 6.1434300E+11 | ||
1.0000000E-01 5.2324300E+03 5.3482100E+11 5.3482100E+11 | ||
2.0000000E-01 4.8857600E+03 4.6326700E+11 4.6326700E+11 | ||
3.0000000E-01 4.5508700E+03 3.9913100E+11 3.9913100E+11 | ||
4.0000000E-01 4.2277500E+03 3.4188300E+11 3.4188300E+11 | ||
5.0000000E-01 3.9164100E+03 2.9101100E+11 2.9101100E+11 | ||
6.0000000E-01 3.6168300E+03 2.4602700E+11 2.4602700E+11 | ||
7.0000000E-01 3.3290300E+03 2.0645700E+11 2.0645700E+11 | ||
8.0000000E-01 3.0530100E+03 1.7185100E+11 1.7185100E+11 | ||
9.0000000E-01 2.7887500E+03 1.4177600E+11 1.4177600E+11 | ||
1.0000000E+00 2.5362700E+03 1.1582000E+11 1.1582000E+11 | ||
---------------------- TOWER FORE-AFT MODE SHAPES ------------------------------ | ||
0.7004 TwFAM1Sh(2) - Mode 1, coefficient of x^2 term | ||
2.1963 TwFAM1Sh(3) - , coefficient of x^3 term | ||
-5.6202 TwFAM1Sh(4) - , coefficient of x^4 term | ||
6.2275 TwFAM1Sh(5) - , coefficient of x^5 term | ||
-2.504 TwFAM1Sh(6) - , coefficient of x^6 term | ||
-70.5319 TwFAM2Sh(2) - Mode 2, coefficient of x^2 term | ||
-63.7623 TwFAM2Sh(3) - , coefficient of x^3 term | ||
289.737 TwFAM2Sh(4) - , coefficient of x^4 term | ||
-176.513 TwFAM2Sh(5) - , coefficient of x^5 term | ||
22.0706 TwFAM2Sh(6) - , coefficient of x^6 term | ||
---------------------- TOWER SIDE-TO-SIDE MODE SHAPES -------------------------- | ||
1.385 TwSSM1Sh(2) - Mode 1, coefficient of x^2 term | ||
-1.7684 TwSSM1Sh(3) - , coefficient of x^3 term | ||
3.0871 TwSSM1Sh(4) - , coefficient of x^4 term | ||
-2.2395 TwSSM1Sh(5) - , coefficient of x^5 term | ||
0.5357 TwSSM1Sh(6) - , coefficient of x^6 term | ||
-121.21 TwSSM2Sh(2) - Mode 2, coefficient of x^2 term | ||
184.415 TwSSM2Sh(3) - , coefficient of x^3 term | ||
-224.904 TwSSM2Sh(4) - , coefficient of x^4 term | ||
298.536 TwSSM2Sh(5) - , coefficient of x^5 term | ||
-135.838 TwSSM2Sh(6) - , coefficient of x^6 term | ||
------- ELASTODYN V1.00.* TOWER INPUT FILE ------------------------------------- | ||
NREL 5.0 MW offshore baseline tower input properties. | ||
---------------------- TOWER PARAMETERS ---------------------------------------- | ||
11 NTwInpSt - Number of input stations to specify tower geometry | ||
1 TwrFADmp(1) - Tower 1st fore-aft mode structural damping ratio (%) | ||
1 TwrFADmp(2) - Tower 2nd fore-aft mode structural damping ratio (%) | ||
1 TwrSSDmp(1) - Tower 1st side-to-side mode structural damping ratio (%) | ||
1 TwrSSDmp(2) - Tower 2nd side-to-side mode structural damping ratio (%) | ||
---------------------- TOWER ADJUSTMUNT FACTORS -------------------------------- | ||
1 FAStTunr(1) - Tower fore-aft modal stiffness tuner, 1st mode (-) | ||
1 FAStTunr(2) - Tower fore-aft modal stiffness tuner, 2nd mode (-) | ||
1 SSStTunr(1) - Tower side-to-side stiffness tuner, 1st mode (-) | ||
1 SSStTunr(2) - Tower side-to-side stiffness tuner, 2nd mode (-) | ||
1 AdjTwMa - Factor to adjust tower mass density (-) | ||
1 AdjFASt - Factor to adjust tower fore-aft stiffness (-) | ||
1 AdjSSSt - Factor to adjust tower side-to-side stiffness (-) | ||
---------------------- DISTRIBUTED TOWER PROPERTIES ---------------------------- | ||
HtFract TMassDen TwFAStif TwSSStif | ||
(-) (kg/m) (Nm^2) (Nm^2) | ||
0.0000000E+00 5.5908700E+03 6.1434300E+11 6.1434300E+11 | ||
1.0000000E-01 5.2324300E+03 5.3482100E+11 5.3482100E+11 | ||
2.0000000E-01 4.8857600E+03 4.6326700E+11 4.6326700E+11 | ||
3.0000000E-01 4.5508700E+03 3.9913100E+11 3.9913100E+11 | ||
4.0000000E-01 4.2277500E+03 3.4188300E+11 3.4188300E+11 | ||
5.0000000E-01 3.9164100E+03 2.9101100E+11 2.9101100E+11 | ||
6.0000000E-01 3.6168300E+03 2.4602700E+11 2.4602700E+11 | ||
7.0000000E-01 3.3290300E+03 2.0645700E+11 2.0645700E+11 | ||
8.0000000E-01 3.0530100E+03 1.7185100E+11 1.7185100E+11 | ||
9.0000000E-01 2.7887500E+03 1.4177600E+11 1.4177600E+11 | ||
1.0000000E+00 2.5362700E+03 1.1582000E+11 1.1582000E+11 | ||
---------------------- TOWER FORE-AFT MODE SHAPES ------------------------------ | ||
0.7004 TwFAM1Sh(2) - Mode 1, coefficient of x^2 term | ||
2.1963 TwFAM1Sh(3) - , coefficient of x^3 term | ||
-5.6202 TwFAM1Sh(4) - , coefficient of x^4 term | ||
6.2275 TwFAM1Sh(5) - , coefficient of x^5 term | ||
-2.504 TwFAM1Sh(6) - , coefficient of x^6 term | ||
-70.5319 TwFAM2Sh(2) - Mode 2, coefficient of x^2 term | ||
-63.7623 TwFAM2Sh(3) - , coefficient of x^3 term | ||
289.737 TwFAM2Sh(4) - , coefficient of x^4 term | ||
-176.513 TwFAM2Sh(5) - , coefficient of x^5 term | ||
22.0706 TwFAM2Sh(6) - , coefficient of x^6 term | ||
---------------------- TOWER SIDE-TO-SIDE MODE SHAPES -------------------------- | ||
1.385 TwSSM1Sh(2) - Mode 1, coefficient of x^2 term | ||
-1.7684 TwSSM1Sh(3) - , coefficient of x^3 term | ||
3.0871 TwSSM1Sh(4) - , coefficient of x^4 term | ||
-2.2395 TwSSM1Sh(5) - , coefficient of x^5 term | ||
0.5357 TwSSM1Sh(6) - , coefficient of x^6 term | ||
-121.21 TwSSM2Sh(2) - Mode 2, coefficient of x^2 term | ||
184.415 TwSSM2Sh(3) - , coefficient of x^3 term | ||
-224.904 TwSSM2Sh(4) - , coefficient of x^4 term | ||
298.536 TwSSM2Sh(5) - , coefficient of x^5 term | ||
-135.838 TwSSM2Sh(6) - , coefficient of x^6 term | ||
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