----------- SubDyn v1.01.x MultiMember Support Structure Input File ------------ IEA 15 MW offshore reference model monopile configuration -------------------------- SIMULATION CONTROL --------------------------------- True Echo - Echo input data to ".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 -------------------- 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 0 Nmodes - Number of internal modes to retain. If Nmodes=0 --> Guyan Reduction. If Nmodes<0 --> retain all modes. 1.000000 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). 0 GuyanDampMod - Guyan damping {0=none, 1=Rayleigh Damping, 2=user specified 6x6 matrix}. 0.0 , 0.0 RayleighDamp - Mass and stiffness proportional damping coefficients (Rayleigh Damping) [only if GuyanDampMod=1]. 6 GuyanDampSize - Guyan damping matrix (6x6) [only if GuyanDampMod=2]. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ---- STRUCTURE JOINTS: joints connect structure members (~Hydrodyn Input File) -------- 19 NJoints - Number of joints (-) 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 -30.0000 1 0.0 0.0 0.0 0.0 2 0.00000 0.00000 -29.999 1 0.0 0.0 0.0 0.0 3 0.00000 0.00000 -25.0000 1 0.0 0.0 0.0 0.0 4 0.00000 0.00000 -24.999 1 0.0 0.0 0.0 0.0 5 0.00000 0.00000 -20.0000 1 0.0 0.0 0.0 0.0 6 0.00000 0.00000 -19.999 1 0.0 0.0 0.0 0.0 7 0.00000 0.00000 -15.0000 1 0.0 0.0 0.0 0.0 8 0.00000 0.00000 -14.999 1 0.0 0.0 0.0 0.0 9 0.00000 0.00000 -10.0000 1 0.0 0.0 0.0 0.0 10 0.00000 0.00000 -9.999 1 0.0 0.0 0.0 0.0 11 0.00000 0.00000 -5.0000 1 0.0 0.0 0.0 0.0 12 0.00000 0.00000 -4.999 1 0.0 0.0 0.0 0.0 13 0.00000 0.00000 0.0000 1 0.0 0.0 0.0 0.0 14 0.00000 0.00000 0.001 1 0.0 0.0 0.0 0.0 15 0.00000 0.00000 5.0000 1 0.0 0.0 0.0 0.0 16 0.00000 0.00000 5.001 1 0.0 0.0 0.0 0.0 17 0.00000 0.00000 10.0000 1 0.0 0.0 0.0 0.0 18 0.00000 0.00000 10.001 1 0.0 0.0 0.0 0.0 19 0.00000 0.00000 15.0000 1 0.0 0.0 0.0 0.0 ------------------- BASE REACTION JOINTS: 1/0 for Locked/Free DOF @ each Reaction Node --------------------- 1 NReact - Number of Joints with reaction forces; be sure to remove all rigid motion DOFs of the structure (else det([K])=[0]) RJointID RctTDXss RctTDYss RctTDZss RctRDXss RctRDYss RctRDZss SSIfile [Global Coordinate System] (-) (flag) (flag) (flag) (flag) (flag) (flag) (string) 1 1 1 1 1 1 1 "" ------- INTERFACE JOINTS: 1/0 for Locked (to the TP)/Free DOF @each Interface Joint (only Locked-to-TP implemented thus far (=rigid TP)) --------- 1 NInterf - Number of interface joints locked to the Transition Piece (TP): be sure to remove all rigid motion dofs IJointID ItfTDXss ItfTDYss ItfTDZss ItfRDXss ItfRDYss ItfRDZss [Global Coordinate System] (-) (flag) (flag) (flag) (flag) (flag) (flag) 19 1 1 1 1 1 1 ----------------------------------- MEMBERS -------------------------------------- 18 NMembers - Number of frame members MemberID MJointID1 MJointID2 MPropSetID1 MPropSetID2 MType MSpin/COSMID ![MType={1c:beam circ., 1r:beam rect., 2:cable, 3:rigid, 4:beam arb., 5:spring}. COMSID={-1:none}] (-) (-) (-) (-) (-) (-) (deg/-) 1 1 2 1 1 1c 0 2 2 3 1 1 1c 0 3 3 4 1 2 1c 0 4 4 5 2 2 1c 0 5 5 6 2 3 1c 0 6 6 7 3 3 1c 0 7 7 8 3 4 1c 0 8 8 9 4 4 1c 0 9 9 10 4 5 1c 0 10 10 11 5 5 1c 0 11 11 12 5 6 1c 0 12 12 13 6 6 1c 0 13 13 14 6 7 1c 0 14 14 15 7 7 1c 0 15 15 16 7 8 1c 0 16 16 17 8 8 1c 0 17 17 18 8 9 1c 0 18 18 19 9 9 1c 0 ------------------ CIRCULAR BEAM CROSS-SECTION PROPERTIES ----------------------------- 9 NPropSets - Number of structurally unique cross-sections PropSetID YoungE ShearG MatDens XsecD XsecT (-) (N/m2) (N/m2) (kg/m3) (m) (m) 1 2.00000e+11 79.3e9 7800.0 10.0 0.055341 2 2.00000e+11 79.3e9 7800.0 10.0 0.053449 3 2.00000e+11 79.3e9 7800.0 10.0 0.051509 4 2.00000e+11 79.3e9 7800.0 10.0 0.049527 5 2.00000e+11 79.3e9 7800.0 10.0 0.047517 6 2.00000e+11 79.3e9 7800.0 10.0 0.045517 7 2.00000e+11 79.3e9 7800.0 10.0 0.043527 8 2.00000e+11 79.3e9 7800.0 10.0 0.042242 9 2.00000e+11 79.3e9 7800.0 10.0 0.041058 ----------------- RECTANGULAR BEAM CROSS-SECTION PROPERTIES --------------------------- 0 NPropSets - Number of structurally unique cross-sections (if 0 the following table is ignored) PropSetID YoungE ShearG MatDens XsecA XsecB XsecT (-) (N/m2) (N/m2) (kg/m3) (m) (m) (m) ----------------- ARBITRARY BEAM CROSS-SECTION PROPERTIES ----------------------------- 0 NXPropSets - Number of structurally unique non-circular x-sections (if 0 the following table is ignored) PropSetID YoungE ShearG2 MatDens XsecA XsecAsx XsecAsy XsecJxx XsecJyy XsecJ0 (-) (N/m2) (N/m2) (kg/m3) (m2) (m2) (m2) (m4) (m4) (m4) -------------------------- CABLE PROPERTIES ------------------------------------- 0 NCablePropSets - Number of cable cable properties PropSetID EA MatDens T0 (-) (N) (kg/m) (N) ----------------------- RIGID LINK PROPERTIES ------------------------------------ 0 NRigidPropSets - Number of rigid link properties PropSetID MatDens (-) (kg/m) ----------------------- SPRING ELEMENT PROPERTIES ------------------------------------- 0 NSpringPropSets - Number of spring properties PropSetID k11 k12 k13 k14 k15 k16 k22 k23 k24 k25 k26 k33 k34 k35 k36 k44 k45 k46 k55 k56 k66 (-) (N/m) (N/m) (N/m) (N/rad) (N/rad) (N/rad) (N/m) (N/m) (N/rad) (N/rad) (N/rad) (N/m) (N/rad) (N/rad) (N/rad) (Nm/rad) (Nm/rad) (Nm/rad) (Nm/rad) (Nm/rad) (Nm/rad) ---------------------- 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-------------------------- 1 NCmass - Number of joints with concentrated masses; Global Coordinate System 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) 19 100000.0 1250000.0 1250000.0 2500000.0 0.0 0.0 0.0 0.0 0.0 0.0 ---------------------------- 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. 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 2 OutSwtch - [1/2/3] Output requested channels to: 1=.SD.out; 2=.out (generated by FAST); 3=both files. True TabDelim - Generate a tab-delimited output in the .SD.out file 1 OutDec - Decimation of output in the .SD.out file "ES11.4e2" OutFmt - Output format for numerical results in the .SD.out file "A11" OutSFmt - Output format for header strings in the .SD.out file ------------------------- MEMBER OUTPUT LIST ------------------------------------------ 2 NMOutputs - Number of members whose forces/displacements/velocities/accelerations will be output (-) [Must be <= 9]. MemberID NOutCnt NodeCnt [NOutCnt=how many nodes to get output for [< 10]; NodeCnt are local ordinal numbers from the start of the member, and must be >=1 and <= NDiv+1] If NMOutputs=0 leave blank as well. (-) (-) (-) 1 1 1 3 1 1 ------------------------- SSOutList: The next line(s) contains a list of output parameters that will be output in .SD.out or .out. ------ "M2N1MKxe, M2N1MKye" - The local side-to-side and fore-aft bending moments at node 1 of member 3 (located at 0 m, i.e. MSL). "M1N1MKxe, M1N1MKye" - The local side-to-side and fore-aft bending moments at node 1 of member 2 (located at -10 m, i.e. half way between MSL and mudline). "-ReactFXss, -ReactFYss, -ReactFZss" - Base reactions: fore-aft shear, side-to-side shear and vertical forces at the mudline. "-ReactMXss, -ReactMYss, -ReactMZss" - Base reactions: side-to-side, fore-aft and yaw moments at the mudline. END of output channels and end of file. (the word "END" must appear in the first 3 columns of this line)