*HEADING
**
** ABAQUS INPUT FILE UPGRADE: This input file was upgraded from
** version 5.8 or later to version 6.3 with 0 warning(s) and 0 
** error(s).
** 
**
 VERIFICATION TEST FOR CAXA84
 RANDOM RESPONSE ANALYSIS
*RESTART,WRITE,FREQ=1
*NODE
1,1.0675,0.
2,1.1675,0.
3,1.2675,0.
201,1.0675,100.
202,1.1675,100.
203,1.2675,100.
*NGEN
1,201,10
2,202,20
3,203,10
*ELEMENT,TYPE=CAXA84,OFFSET=1000
1,1,3,23,21,2,13,22,11
*ELGEN,ELSET=EALL
1,10,20,1
*SOLID SECTION,MATERIAL=STEEL,ELSET=EALL
*MATERIAL,NAME=STEEL
*ELASTIC
30.E6,.3
*DENSITY
0.283, 
*NSET,NSET=BASE
1,2,3,1001,1002,1003,2001,2002,2003,3001,3002,3003,4001,4002,4003
*BOUNDARY
BASE,ENCASTRE
*ELSET,ELSET=EOUT
1,6,10
*NSET,NSET=NOUT
202,4002
*PSD-DEFINITION,NAME=WHITE,TYPE=BASE
1.0E+4,0.,0.
1.0E+4,0.,3000.
*STEP
***
**   STEP 1: FREQUENCY STEP
***
*FREQUENCY, eigensolver=lanczos,SIM=NO
10, , 
*NODE PRINT,FREQ=0
U, 
*EL PRINT,FREQ=0
*NODE FILE,FREQ=0
*EL FILE,FREQ=0
*MODAL FILE
*ENDSTEP
*STEP
***
**   STEP 2: CORRELATED CLOADS
***
*RANDOM RESPONSE
1,25,10,5,1
*modal damping, modal=direct
1,10,0.01
*select eigenmodes, generate
1, 10
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=CORRELATED
1,1.,1.
*BASE MOTION,TYPE=ACCELERATION,LOAD CASE=1,DOF=1
**
*EL PRINT, F=0
S,
SF,
*EL FILE,ELSET=EOUT, FREQ=10
S,
SF,
*NODE PRINT,NSET=NOUT, FREQ=10
U,
*NODE FILE,NSET=NOUT, FREQ=10
U,
*ENDSTEP
*STEP
***
**   STEP 3: UNCORRELATED
***
*RANDOM RESPONSE
1,25,10,5,1
*modal damping, modal=direct
1,10,0.01
*select eigenmodes, generate
1, 10
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=UNCORRELATED
2,1.,1.
*BASE MOTION,TYPE=ACCELERATION,LOAD CASE=2,DOF=1
**
*EL PRINT, F=0
S,
SF,
*EL FILE,ELSET=EOUT, FREQ=10
S,
SF,
*NODE PRINT,NSET=NOUT, FREQ=10
U,
*NODE FILE,NSET=NOUT, FREQ=10
U,
*ENDSTEP
*STEP
***
**  STEP 4: CORRELATED WITH DIFFERENT LOAD CASE NUMBER
***
*RANDOM RESPONSE
1,25,10,5,1
*modal damping, modal=direct
1,10,0.01
*select eigenmodes, generate
1, 10
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=CORRELATED
1000,1.,1.
*BASE MOTION,TYPE=ACCELERATION,LOAD CASE=1000,DOF=1
**
*EL PRINT, F=0
S,
SF,
*EL FILE,ELSET=EOUT, FREQ=10
S,
SF,
*NODE PRINT,NSET=NOUT, FREQ=10
U,
*NODE FILE,NSET=NOUT, FREQ=10
U,
*ENDSTEP
*STEP
***
**   STEP 5: UNCORRELATED WITH DIFFERENT LOAD CASE NUMBER
***
*RANDOM RESPONSE
1,25,10,5,1
*modal damping, modal=direct
1,10,0.01
*select eigenmodes, generate
1, 10
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=UNCORRELATED
2000,1.,1.
*BASE MOTION,TYPE=ACCELERATION,LOAD CASE=2000,DOF=1
**
*EL PRINT, F=0
S,
SF,
*EL FILE,ELSET=EOUT, FREQ=10
S,
SF,
*NODE PRINT,NSET=NOUT, FREQ=10
U,
*NODE FILE,NSET=NOUT, FREQ=10
U,
*ENDSTEP