*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 EXAMPLE FOR RANDOM RESPONSE
*RESTART,WRITE,FREQUENCY=999
*NODE
*NGEN,NSET=ALL
*NSET,NSET=TIP
*NSET,NSET=BOT
*ELEMENT,TYPE=T3D2
*ELGEN,ELSET=ALL
*MATERIAL,NAME=ALL
*ELASTIC
 5,
*DENSITY
 0.011111
*SOLID SECTION,MATERIAL=ALL,ELSET=ALL
 2,
*BOUNDARY
 BOT,ENCASTRE
 ALL,2,3
*PSD-DEFINITION,NAME=WHITE,TYPE=FORCE
*STEP
*FREQUENCY,EIGENSOLVER=SUBSPACE,NORMALIZATION=MASS,SIM=NO
 3,
*EL PRINT
 S,E
*MODAL FILE
*END STEP
*STEP
*RANDOM RESPONSE
*CLOAD,LOAD CASE=1
 2,1,10.
 3,1,10.
 4,1,5.
*modal damping, structural
*CORRELATION,PSD=WHITE,TYPE=UNCORRELATED,COMPLEX=NO
*MODAL PRINT,FREQUENCY=40
 GU,GV,GA
*EL PRINT,FREQUENCY=40
S11,E11,RS11,RE11
*NODE PRINT,FREQUENCY=40
 U1, V1, A1, TU1, TV1, TA1,
 RU1,RV1,RA1,RTU1,RTV1,RTA1,
 CF1,RF1,RRF1
*NODE FILE
 U,V,A,TU,TV,TA,
 RU,RV,RA,RTU,RTV,RTA,
 RF,RRF
*OUTPUT,FIELD
*NODE OUTPUT
U,V,A,TU,TV,TA,
RU,RV,RA,RTU,RTV,RTA,
RF,RRF
*EL FILE,FREQUENCY=1
 S,E,RS,RE
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT
S,E,RS,RE
*END STEP