*HEADING
 SYMMETRIC RESULTS TRANSFER FOR STATIC TIRE
 ANALYSIS:  TIREDYNAMIC_FREQRESP
 3D FILE TIRE MODEL
 STEP 0: TRANSFER TIRE FOOTPRINT RESULTS FROM
         TIREDYNAMIC_SYMMETRIC AND GENERATE MODEL
         USING *SYMMETRIC MODEL GENERATION
 STEP 1: BRING TRANSFERRED RESULTS TO EQUILIBRIUM
 STEP 2: FREQUENCY ANALYSIS
 STEP 3: STEADY STATE DYNAMICS,
         SUBSPACE PROJECTION=ALL FREQUENCIES
 STEP 4: STEADY STATE DYNAMICS,
         SUBSPACE PROJECTION=EIGENFREQUENCY
 STEP 5: STEADY STATE DYNAMICS,
         SUBSPACE PROJECTION=CONSTANT
 STEP 6: STEADY STATE DYNAMICS,
         SUBSPACE PROJECTION=PROPERTY CHANGE
 STEP 7: STEADY STATE DYNAMICS,DIRECT
 UNITS: KG, M
*RESTART,WRITE,FREQ=100
*SYMMETRIC MODEL GENERATION,REFLECT=LINE,
 ELEMENT=100000,NODE=100000
*SYMMETRIC RESULTS TRANSFER,STEP=3,INC=1
*NSET,NSET=SIDE
*FILE FORMAT,ZERO INCREMENT
***********************************************
*STEP,NLGEOM=YES
 1:  BRING TRANSFERRED RESULTS TO EQUILIBRIUM
*STATIC
 1.0, 1.0
*BOUNDARY,OP=NEW
 RIM,  1, 3
 ROAD, 1, 2
 ROAD, 4, 6
*DSLOAD,OP=NEW
 INSIDE, P, 200.E3
*CLOAD,OP=NEW
 ROAD, 3, 3300.
*NODE PRINT,NSET=ROAD,FREQ=1
 U,
 RF,
*EL PRINT,FREQ=0
*NODE FILE,NSET=ROAD,FREQ=1
 U,RF
*EL FILE,FREQ=0
*OUTPUT,FIELD,FREQ=999
*NODE OUTPUT
 U,
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT, NSET=ROAD
 U,RF
*END STEP
************************************************
*STEP
 2:  FREQUENCY ANALYSIS
*FREQUENCY,EIGENSOLVER=LANCZOS,
 PROPERTY EVALUATION=105
 20,0.,200.,1.0
** To generate figures in manual use 50,0.,200.,1.0
*EL FILE,       FREQ=0
*NODE FILE,     FREQ=0
*EL PRINT,      FREQ=0
*NODE PRINT,    FREQ=0
*OUTPUT,FIELD,  FREQ=0
*OUTPUT,HISTORY,FREQ=0
*MODAL FILE
*END STEP
************************************************
*STEP
 3:  FREQUENCY RESPONSE: STEADY STATE DYNAMICS,
     SUBSPACE
     SUBSPACE PROJECTION=ALL FREQUENCIES
*STEADY STATE DYNAMICS,
 SUBSPACE PROJECTION=ALL FREQUENCIES,
 INTERVAL=EIGENFREQUENCY,FREQUENCY SCALE=LINEAR
 80,130,3
** To generate figures in manual use 80,130,7
*CLOAD
 ROAD,3,200.
*EL PRINT,  FREQ=0
*EL FILE,   FREQ=0
*NODE PRINT,FREQ=0
*NODE FILE,NSET=SIDE,FREQ=1
 U,
*NODE FILE,NSET=ROAD,FREQ=1
 U,RF
*OUTPUT,FIELD,FREQ=0
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,NSET=ROAD
 U,RF
*NODE OUTPUT,NSET=SIDE
 U,
*END STEP
*************************************************
*STEP
 4:  FREQUENCY RESPONSE: STEADY STATE DYNAMICS,
     SUBSPACE
     SUBSPACE PROJECTION=EIGENFREQUENCY
*STEADY STATE DYNAMICS,
 SUBSPACE PROJECTION=EIGENFREQUENCY,
 INTERVAL=EIGENFREQUENCY,FREQUENCY SCALE=LINEAR
 80,130,3
** To generate figures in manual use 80,130,7
*CLOAD
 ROAD,3,200.
*END STEP
**************************************************
*STEP
 5:  FREQUENCY RESPONSE: STEADY STATE DYNAMICS,
     SUBSPACE
     SUBSPACE PROJECTION=CONSTANT
*STEADY STATE DYNAMICS,
 SUBSPACE PROJECTION=CONSTANT,
 INTERVAL=EIGENFREQUENCY,FREQUENCY SCALE=LINEAR
 80,130,3
** To generate figures in manual use 80,130,7
*CLOAD
 ROAD,3,200.
*END STEP
**************************************************
*STEP
 6:  FREQUENCY RESPONSE: STEADY STATE DYNAMICS,
     SUBSPACE
     SUBSPACE PROJECTION=PROPERTY CHANGE
*STEADY STATE DYNAMICS,
 SUBSPACE PROJECTION=PROPERTY CHANGE,
 INTERVAL=EIGENFREQUENCY,FREQUENCY SCALE=LINEAR
 80,130,3
** To generate figures in manual use 80,130,7
*CLOAD
 ROAD,3,200.
*END STEP
**************************************************
*STEP,NLGEOM=YES
 7:  FREQUENCY RESPONSE: STEADY STATE DYNAMICS,
     DIRECT
*STEADY STATE DYNAMICS,DIRECT,
 INTERVAL=EIGENFREQUENCY,FREQUENCY SCALE=LINEAR
 80,130,3
** To generate figures in manual use 80,130,7
*CLOAD
 ROAD,3,200.
*END STEP