*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 TESTS FOR CAXA82:
 RANDOM RESPONSE ANALYSIS
*RESTART,WRITE,FREQUENCY=1
*NODE
*NGEN, NSET=ALL
*ELEMENT,TYPE=CAXA82,OFFSET=1000
*ELGEN,ELSET=ALL
*SOLID SECTION,MATERIAL=STEEL,ELSET=ALL
*MATERIAL,NAME=STEEL
*ELASTIC
30.E6,.3
*DENSITY
0.283,
*NSET,NSET=BASE
*BOUNDARY
BASE, ENCASTRE
*ELSET,ELSET=EOUT
*NSET,NSET=NOUT
*PSD-DEFINITION,NAME=WHITE,TYPE=BASE
*STEP
***
**   STEP 1: FREQUENCY STEP
***
*FREQUENCY, eigensolver=lanczos
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
*modal damping, modal=direct
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=CORRELATED
*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
*modal damping, modal=direct
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=UNCORRELATED
*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
*modal damping, modal=direct
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=CORRELATED
*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
*modal damping, modal=direct
*CORRELATION,PSD=WHITE,COMPLEX=YES,TYPE=UNCORRELATED
*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