*HEADING
 SUBSTRUCTURE WITH FREQUENCY RESPONSE
 ANALYSIS:  SUBSTRUCTTIRE_DYNAMIC
 3D FILE TIRE MODEL  
 STEP 1: STEADY STATE DYNAMICS,DIRECT
 UNITS: KG, M
*NODE,NSET=RIM
150,
*NODE,NSET=ROAD
1,
*NODE,NSET=TREAD
 3545,      6.70884E-02,-3.71240E-02,-0.29865    
 3550,      6.70997E-02,-2.03028E-02,-0.29865    
 3555,      6.70275E-02,-1.56826E-04,-0.29865    
 4045,      5.34127E-02,-3.69224E-02,-0.29865    
 4050,      5.33384E-02,-2.01143E-02,-0.29865    
 4055,      5.32137E-02,-1.66799E-04,-0.29865    
 4540,      3.98853E-02,-5.17519E-02,-0.29865    
 4545,      3.98951E-02,-3.66429E-02,-0.29865    
 4550,      3.98675E-02,-1.99906E-02,-0.29865    
 4555,      3.98924E-02,-1.36933E-04,-0.29865    
 5040,      2.65080E-02,-5.15390E-02,-0.29865    
 5045,      2.65809E-02,-3.64597E-02,-0.29865    
 5050,      2.65211E-02,-1.98730E-02,-0.29865    
 5055,      2.64186E-02,-1.01863E-04,-0.29865    
 5540,      1.31955E-02,-5.14429E-02,-0.29865    
 5545,      1.33019E-02,-3.63246E-02,-0.29865    
 5550,      1.33356E-02,-1.98191E-02,-0.29865    
 5555,      1.34103E-02,-4.23423E-05,-0.29865    
 6040,     -6.65408E-05,-5.13312E-02,-0.29865    
 6045,      3.63584E-05,-3.62932E-02,-0.29865    
 6050,      6.82485E-05,-1.98456E-02,-0.29865    
 6055,       0.0000    ,  0.0000    ,-0.29865    
 6540,     -1.33387E-02,-5.13259E-02,-0.29865    
 6545,     -1.32291E-02,-3.62417E-02,-0.29865    
 6550,     -1.32660E-02,-1.97374E-02,-0.29865    
 6555,     -1.34103E-02, 4.23422E-05,-0.29865    
 7040,     -2.66486E-02,-5.13364E-02,-0.29865    
 7045,     -2.65424E-02,-3.62592E-02,-0.29865    
 7050,     -2.64028E-02,-1.96838E-02,-0.29865    
 7055,     -2.64186E-02, 1.01863E-04,-0.29865    
 7540,     -4.00236E-02,-5.14268E-02,-0.29865    
 7545,     -3.98377E-02,-3.63913E-02,-0.29865    
 7550,     -3.97829E-02,-1.97157E-02,-0.29865    
 7555,     -3.98924E-02, 1.36933E-04,-0.29865    
 8045,     -5.33841E-02,-3.65921E-02,-0.29865    
 8050,     -5.32563E-02,-1.98164E-02,-0.29865    
 8055,     -5.32137E-02, 1.66799E-04,-0.29865    
 8550,     -6.70150E-02,-1.99696E-02,-0.29865    
 8555,     -6.70275E-02, 1.56826E-04,-0.29865    
 103545,     -6.70884E-02, 3.71240E-02,-0.29865    
 103550,     -6.70997E-02, 2.03028E-02,-0.29865    
 104045,     -5.34127E-02, 3.69224E-02,-0.29865    
 104050,     -5.33384E-02, 2.01143E-02,-0.29865    
 104540,     -3.98853E-02, 5.17519E-02,-0.29865    
 104545,     -3.98951E-02, 3.66429E-02,-0.29865    
 104550,     -3.98675E-02, 1.99906E-02,-0.29865    
 105040,     -2.65080E-02, 5.15390E-02,-0.29865    
 105045,     -2.65809E-02, 3.64597E-02,-0.29865    
 105050,     -2.65211E-02, 1.98730E-02,-0.29865    
 105540,     -1.31955E-02, 5.14429E-02,-0.29865    
 105545,     -1.33019E-02, 3.63246E-02,-0.29865    
 105550,     -1.33356E-02, 1.98191E-02,-0.29865    
 106040,      6.65408E-05, 5.13312E-02,-0.29865    
 106045,     -3.63584E-05, 3.62932E-02,-0.29865    
 106050,     -6.82486E-05, 1.98456E-02,-0.29865    
 106540,      1.33387E-02, 5.13259E-02,-0.29865    
 106545,      1.32291E-02, 3.62417E-02,-0.29865    
 106550,      1.32660E-02, 1.97374E-02,-0.29865    
 107040,      2.66486E-02, 5.13364E-02,-0.29865    
 107045,      2.65424E-02, 3.62592E-02,-0.29865    
 107050,      2.64028E-02, 1.96838E-02,-0.29865    
 107540,      4.00236E-02, 5.14268E-02,-0.29865    
 107545,      3.98377E-02, 3.63913E-02,-0.29865    
 107550,      3.97829E-02, 1.97157E-02,-0.29865    
 108045,      5.33841E-02, 3.65921E-02,-0.29865    
 108050,      5.32563E-02, 1.98164E-02,-0.29865    
 108550,      6.70150E-02, 1.99696E-02,-0.29865    
**
** SUBSTRUCTURE
**
*ELEMENT,TYPE=Z101,ELSET=SUPER,FILE=substructtire_generate
 1,
 150,
    3545,    3550,    3555,    4045,    4050,    4055,    4540,    4545,
    4550,    4555,    5040,    5045,    5050,    5055,    5540,    5545,
    5550,    5555,    6040,    6045,    6050,    6055,    6540,    6545,
    6550,    6555,    7040,    7045,    7050,    7055,    7540,    7545,
    7550,    7555,    8045,    8050,    8055,    8550,    8555,  103545,
  103550,  104045,  104050,  104540,  104545,  104550,  105040,  105045,
  105050,  105540,  105545,  105550,  106040,  106045,  106050,  106540,
  106545,  106550,  107040,  107045,  107050,  107540,  107545,  107550,
  108045,  108050,  108550  
*SUBSTRUCTURE PROPERTY, ELSET=SUPER
*MPC
BEAM,TREAD,ROAD
*NSET,NSET=QA_TEST_ROAD
ROAD
*NSET,NSET=NALL
TREAD,ROAD,RIM
*NSET,NSET=QA_TEST_NALL
NALL
*STEP,NLGEOM=YES
 STEP 1: EXTRACT FREQUENCIES
*FREQUENCY,EIGENSOLVER=LANCZOS,normaliz=mass
20,,,,1,15
*BOUNDARY
RIM,1,6
ROAD,1,2
ROAD,4,6
*OUTPUT,FIELD,MODE LIST
2,5,6,8,10,12,14,16,17,20
*NODE OUTPUT,NSET=QA_TEST_NALL
U,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=NALL
U,
*END STEP
************************************************
*STEP,NLGEOM=YES
 STEP 2: STEADY STATE DYNAMICS,DIRECT
*STEADY STATE DYNAMICS,DIRECT,INTERVAL=RANGE
** use interval=eigen to reproduce the results in the manual
 40.,130.,7
*BOUNDARY
RIM,1,6
ROAD,1,2,
ROAD,4,6,
**
*CLOAD
 ROAD,3,200.
*OUTPUT,HISTORY,VARIABLE=PRESELECT
*NODE OUTPUT,NSET=QA_TEST_ROAD
U,
*END STEP