*Heading
** Job name: FR-Auslenkung Model name: FR-Auslenkung
** Generated by: Abaqus/CAE 6.12-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Einspannung
*Node
      1,           0.,          20.,           0.
*Nset, nset=Einspannung-RefPt_, internal
1, 
*End Part
**  
*Part, name="Masse 1"
*Node
      1,           0.,           0.,           0.
*Nset, nset="Masse 1-RefPt_", internal
1, 
*End Part
**  
*Part, name="Masse 2"
*Node
      1,           0.,          10.,           0.
*Nset, nset="Masse 2-RefPt_", internal
1, 
*End Part
**  
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=Einspannung-1, part=Einspannung
*End Instance
**  
*Instance, name="Masse 1-1", part="Masse 1"
*End Instance
**  
*Instance, name="Masse 2-1", part="Masse 2"
*End Instance
**  
*Nset, nset=Set-2, instance="Masse 2-1"
 1,
*Nset, nset=Set-7, instance=Einspannung-1
 1,
*Nset, nset=Set-8, instance="Masse 2-1"
 1,
*Nset, nset=Set-9, instance="Masse 1-1"
 1,
*Nset, nset=Set-10, instance="Masse 1-1"
 1,
*Nset, nset=ALL, instance=Einspannung-1
 1,
*Nset, nset=ALL, instance="Masse 1-1"
 1,
*Nset, nset=ALL, instance="Masse 2-1"
 1,
*Nset, nset=Set-12, instance="Masse 1-1"
 1,
*Nset, nset=Set-1, instance="Masse 1-1"
 1,
*Nset, nset="Masse 1", instance="Masse 1-1"
 1,
*Nset, nset=Masse2, instance="Masse 2-1"
 1,
*Nset, nset=Fix-oben, instance=Einspannung-1
 1,
*Element, type=MASS, elset="Set-1_Masse 1_"
1, "Masse 1-1".1
*Mass, elset="Set-1_Masse 1_"
1., 
*Element, type=MASS, elset="Set-2_Masse 2_"
2, "Masse 2-1".1
*Mass, elset="Set-2_Masse 2_"
5., 
*Spring, elset="Feder 1-spring"

100.
*Element, type=SpringA, elset="Feder 1-spring"
3, "Masse 2-1".1, "Masse 1-1".1
*Spring, elset="Feder 2-spring"

500.
*Element, type=SpringA, elset="Feder 2-spring"
4, Einspannung-1.1, "Masse 2-1".1
*End Assembly
*Amplitude, name=Amplitude
             0.,              1.,             20.,              1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-m2-mitte Type: Displacement/Rotation
*Boundary
Set-8, 1, 1
Set-8, 6, 6
** Name: Einspannung-oben Type: Symmetry/Antisymmetry/Encastre
*Boundary
Set-7, ENCASTRE
** ----------------------------------------------------------------
** 
** STEP: Modenbestimmung
** 
*Step, name=Modenbestimmung, perturbation
Berechnung der Moden
*Frequency, eigensolver=Lanczos, acoustic coupling=on, normalization=displacement
5, , , , , 
** 
** BOUNDARY CONDITIONS
** 
** Name: SB-m1-unten Type: Secondary base
*Boundary, base name=SB-m1-unten
"Masse 1", 1, 1
"Masse 1", 2, 2
"Masse 1", 3, 3
"Masse 1", 4, 4
"Masse 1", 5, 5
"Masse 1", 6, 6
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
** 
** STEP: Frequency Response
** 
*Step, name="Frequency Response", perturbation
Frequency Response 0-20 Hz in 50 Schritten
*Steady State Dynamics
0., 20., 50, 3.
*Modal Damping
1, 5, 0.01
** 
** BOUNDARY CONDITIONS
** 
** Name: Base Motion-m1 Type: Displacement base motion
*Base Motion, type=DISPLACEMENT, dof=2, base name=SB-m1-unten, amplitude=Amplitude, scale=1.
** 
** OUTPUT REQUESTS
** 
** 
** FIELD OUTPUT: F-Output-2
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history
*Node Output, nset=ALL
RF1, RF2, RF3, U2
*End Step