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Original file line number Diff line number Diff line change
@@ -1,29 +1,29 @@
----------- SubDyn MultiMember Support Structure Input File ------------
----------- SubDyn MultiMember Support Structure Input File ---------------------------
OC3 Monopile configuration (pile only).
-------------------------- SIMULATION CONTROL ---------------------------------
-------------------------- SIMULATION CONTROL -----------------------------------------
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.
-------------------- FEA and CRAIG-BAMPTON PARAMETERS---------------------------
-------------------- 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
True CBMod - [T/F] If True perform C-B reduction, else full FEM dofs will be retained. If True, select Nmodes to retain in C-B reduced system.
0 Nmodes - Number of internal modes to retain (ignored if CBMod=False). If Nmodes=0 --> Guyan Reduction.
1 JDampings - Damping Ratios for each retained mode (% of critical) If Nmodes>0, list Nmodes structural damping ratios for each retained mode (% of critical), or a single damping ratio to be applied to all retained modes. (last entered value will be used for all remaining modes).
2 GuyanDampMod - Guyan damping {0=none, 1=Rayleigh Damping, 2=user specified 6x6 matrix}
0.000, 0.000 RayleighDamp - Mass and stiffness proportional damping coefficients (Rayleigh Damping) [only if GuyanDampMod=1]
0.000, 0.000 RayleighDamp - Mass and stiffness proportional damping coefficients (Rayleigh Damping) [only if GuyanDampMod=1]
6 GuyanDampSize - Guyan damping matrix (6x6) [only if GuyanDampMod=2]
0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00
0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00
0.0000e+00 0.0000e+00 1.4625e+06 0.0000e+00 0.0000e+00 0.0000e+00
0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00
0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00
0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00
---- STRUCTURE JOINTS: joints connect structure members (~Hydrodyn Input File)---
---- STRUCTURE JOINTS: joints connect structure members (~Hydrodyn Input File) --------
4 NJoints - Number of joints (-)
JointID JointXss JointYss JointZss JointType JointDirX JointDirY JointDirZ JointStiff
JointID JointXss JointYss JointZss JointType JointDirX JointDirY JointDirZ JointStiff ![Coordinates of Member joints in SS-Coordinate System][JointType={1:cantilever, 2:universal joint, 3:revolute joint, 4:spherical joint}]
(-) (m) (m) (m) (-) (-) (-) (-) (Nm/rad)
1 0.00000 0.00000 -20.00010 1 0.0 0.0 0.0 0.0
2 0.00000 0.00000 -10.00000 1 0.0 0.0 0.0 0.0
Expand All @@ -39,47 +39,47 @@ RJointID RctTDXss RctTDYss RctTDZss RctRDXss RctRDYss RctRDZss
IJointID ItfTDXss ItfTDYss ItfTDZss ItfRDXss ItfRDYss ItfRDZss ![Global Coordinate System]
(-) (flag) (flag) (flag) (flag) (flag) (flag)
4 1 1 1 1 1 1
----------------------------------- MEMBERS --------------------------------------
3 NMembers - Number of frame members
MemberID MJointID1 MJointID2 MPropSetID1 MPropSetID2 MType COSMID
----------------------------------- MEMBERS -------------------------------------------
3 NMembers - Number of members (-)
MemberID MJointID1 MJointID2 MPropSetID1 MPropSetID2 MType COSMID ![MType={1:beam circ., 2:cable, 3:rigid, 4:beam arb.}. COMSID={-1:none}]
(-) (-) (-) (-) (-) (-) (-)
1 1 2 1 1 1
2 2 3 1 1 1
3 3 4 1 1 1
------------------ MEMBER X-SECTION PROPERTY data 1/2 [isotropic material for now: use this table for circular-tubular elements] ------------------------
4 NPropSets - Number of structurally unique x-sections (i.e. how many groups of X-sectional properties are utilized throughout all of the members)
1 1 2 1 1 1 -1
2 2 3 1 1 1 -1
3 3 4 1 1 1 -1
------------------ CIRCULAR BEAM CROSS-SECTION PROPERTIES -----------------------------
4 NPropSets - Number of structurally unique cross-sections
PropSetID YoungE ShearG MatDens XsecD XsecT
(-) (N/m2) (N/m2) (kg/m3) (m) (m)
1 2.10000e+11 8.08000e+10 8500.00 6.000000 0.060000
2 2.10000e+11 8.08000e+10 8500.00 6.000000 0.027000
3 2.10000e+11 8.08000e+10 8500.00 3.870000 0.019000
4 2.10000e+14 8.08000e+14 1.00 1.000000 0.010000
------------------ MEMBER X-SECTION PROPERTY data 2/2 [isotropic material for now: use this table if any section other than circular, however provide COSM(i,j) below] ------------------------
0 NXPropSets - Number of structurally unique non-circular x-sections (if 0 the following table is ignored)
----------------- ARBITRARY BEAM CROSS-SECTION PROPERTIES -----------------------------
0 NXPropSets - Number of structurally unique non-circular cross-sections (if 0 the following table is ignored)
PropSetID YoungE ShearG MatDens XsecA XsecAsx XsecAsy XsecJxx XsecJyy XsecJ0
(-) (N/m2) (N/m2) (kg/m3) (m2) (m2) (m2) (m4) (m4) (m4)
-------------------------- CABLE PROPERTIES -------------------------------------
-------------------------- CABLE PROPERTIES -------------------------------------------
0 NCablePropSets - Number of cable cable properties
PropSetID EA MatDens T0 CtrlChannel
(-) (N) (kg/m) (N) (-)
----------------------- RIGID LINK PROPERTIES ------------------------------------
(-) (N) (kg/m) (N) (-)
----------------------- RIGID LINK PROPERTIES -----------------------------------------
0 NRigidPropSets - Number of rigid link properties
PropSetID MatDens
(-) (kg/m)
---------------------- MEMBER COSINE MATRICES COSM(i,j) ------------------------
(-) (kg/m)
---------------------- MEMBER COSINE MATRICES COSM(i,j) -------------------------------
0 NCOSMs - Number of unique cosine matrices (i.e., of unique member alignments including principal axis rotations); ignored if NXPropSets=0 or 9999 in any element below
COSMID COSM11 COSM12 COSM13 COSM21 COSM22 COSM23 COSM31 COSM32 COSM33
(-) (-) (-) (-) (-) (-) (-) (-) (-) (-)
------------------------ JOINT ADDITIONAL CONCENTRATED MASSES--------------------------
0 NCmass - Number of joints with concentrated masses; Global Coordinate System
CMJointID JMass JMXX JMYY JMZZ JMXY JMXZ JMYZ MCGX MCGY MCGZ
CMJointID JMass JMXX JMYY JMZZ JMXY JMXZ JMYZ MCGX MCGY MCGZ
(-) (kg) (kg*m^2) (kg*m^2) (kg*m^2) (kg*m^2) (kg*m^2) (kg*m^2) (m) (m) (m)
---------------------------- OUTPUT: SUMMARY & OUTFILE ------------------------------
True SumPrint - Output a Summary File (flag).It contains: matrices K,M and C-B reduced M_BB, M-BM, K_BB, K_MM(OMG^2), PHI_R, PHI_L. It can also contain COSMs if requested.
---------------------------- OUTPUT: SUMMARY & OUTFILE --------------------------------
True SumPrint - Output a Summary File (flag)
0 OutCBModes - Output Guyan and Craig-Bampton modes {0: No output, 1: JSON output}, (flag)
0 OutFEMModes - Output first 30 FEM modes {0: No output, 1: JSON output} (flag)
False OutCOSM - Output cosine matrices with the selected output member forces (flag)
False OutAll - [T/F] Output all members' end forces
False OutAll - [T/F] Output all members' end forces
2 OutSwtch - [1/2/3] Output requested channels to: 1=<rootname>.SD.out; 2=<rootname>.out (generated by FAST); 3=both files.
True TabDelim - Generate a tab-delimited output in the <rootname>.SD.out file
1 OutDec - Decimation of output in the <rootname>.SD.out file
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