*HEADING
EB2ARXRD: REBAR WITH *DYNAMIC  [B23]
*RESTART,WRITE,FREQ=999
*NODE, NSET=NALL
1, 
2,300.
*ELEMENT,TYPE=B23,ELSET=BEAM
1, 1,2
*BEAM SECTION,SECTION=RECT,MATERIAL=ELMAT,ELSET=BEAM
10.,10.
*MATERIAL,NAME=ELMAT
*ELASTIC
 3.E6, 
*DENSITY
0.0002, 
*REBAR,ELEMENT=BEAM,MATERIAL=RBMAT1,NAME=REBAR1
BEAM,1.,-2.5,-2.5
*REBAR,ELEMENT=BEAM,MATERIAL=RBMAT2,NAME=REBAR2
BEAM,1.,2.5,-2.5
*MATERIAL,NAME=RBMAT1
*ELASTIC
30.E6, 
*DENSITY
0.0007, 
*MATERIAL,NAME=RBMAT2
*ELASTIC
30.E6, 
*DENSITY
0.0007, 
*BOUNDARY
1,1,2
1,6
*STEP
*FREQUENCY,EIGENSOLVER=SUBSPACE
3, 
*EL PRINT
 S,E
*EL PRINT,REBAR
 S,E
 SENER,
 ELSE,
*EL FILE
 S, 
 ENER,
*EL FILE,REBAR
 S,E
 ENER,
 ELEN, 
*NODE PRINT
 U,RF,
*NODE FILE
 U,RF,
*OUTPUT,FIELD,FREQUENCY=1
*NODE OUTPUT
 U, RF,
*ELEMENT OUTPUT
S, E, ENER, ELEN
*END STEP
*STEP
*MODAL DYNAMIC
0.01,0.02
*CLOAD
2,6,200000.
*SELECT EIGENMODES
1,2
*MODAL DAMPING,MODAL=DIRECT
1,2,0.01
*ENERGY PRINT
*MODAL PRINT
GU, 
SNE,KE,T
*MODAL FILE
GU, 
SNE,KE,T
*OUTPUT,HISTORY,FREQUENCY=1
*MODAL OUTPUT
GU, SNE, KE, T
*END STEP