*HEADING
 PROCEDURE TESTS FOR *DISTRIBUTION AND *ELEMENT PROPERTIES ELEMENT SAXA12
*NODE,NSET=NALL
 1, 0., 0.
 2, 1., 0.
 3, 2., 0.
 4, 3., 0.
 5, 4., 0.
*ELSET, ELSET=SHELLSEC1
 1,
**---------------------------------------------------------------------
*ELEMENT,TYPE=SAXA12,ELSET=EALL, OFFSET=100
 1, 1, 2
 2, 2, 3
 3, 3, 4
 4, 4, 5
**---------------------------------------------------------------------
*SHELL SECTION, COMPOSITE, ELSET=EALL, ORIENTATION=ORI, OFFSET=DISTOFFSET, SHELL THICKNESS=DISTTHICK
 3., 3, MAT1, 0, PLY-1
 1., 3, MAT1, 45, PLY-2
 1., 3, MAT1, -45, PLY-3
 3., 3, MAT1, 0, PLY-4 
**---------------------------------------------------------------------
*DISTRIBUTION TABLE, NAME=ORIENTATIONTABLE
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DISTORIENT, LOCATION=ELEMENT, TABLE=ORIENTATIONTABLE
   , 0.1000000E+01,   0.0000000E+00,   0.0000000E+00,   0.0000000E+00,   0.1000000E+01,   0.0000000E+00
  1, 0.1000000E+01,   0.0000000E+00,   0.0000000E+00,   0.0000000E+00,   0.1000000E+01,   0.0000000E+00
  2, 0.9993908E+00,   0.3489950E-01,   0.0000000E+00,  -0.3489950E-01,   0.9993908E+00,   0.0000000E+00
  3, 0.9961947E+00,   0.8715574E-01,   0.0000000E+00,  -0.8715574E-01,   0.9961947E+00,   0.0000000E+00
  4, 0.9902681E+00,   0.1391731E+00,   0.0000000E+00,  -0.1391731E+00,   0.9902681E+00,   0.0000000E+00
*DISTRIBUTION TABLE, NAME=THICKNESSTABLE
 LENGTH
*DISTRIBUTION, NAME=DISTTHICK, LOCATION=ELEMENT,  TABLE=THICKNESSTABLE                                        
         ,   0.1,
        1,   0.1,
        2,   0.2,
        3,   0.3,
        4,   0.4,
*DISTRIBUTION TABLE, NAME=OFFSETTABLE
 RATIO
*DISTRIBUTION, NAME=DISTOFFSET, LOCATION=ELEMENT, TABLE=OFFSETTABLE
         ,  -0.05,
        1,  -0.05,
        2,  -0.05,
        3,  -0.025,
        4,  -0.025,
*DISTRIBUTION TABLE, NAME=ORIANGLETABLE
 ANGLE
*DISTRIBUTION, NAME=DISTORIANGLE, LOCATION=ELEMENT, TABLE=ORIANGLETABLE
         ,   0.0,                                     
        1,  -0.5
        2,  -0.5
        3,  -1.0
        4,  -1.0
*ORIENTATION, NAME=ORI
 DISTORIENT
 3, DISTORIANGLE
**---------------------------------------------------------------------
*NSET,NSET=EDGE
 5, 105, 205
*NSET,NSET=CENTER
 1, 101, 201
*NSET,NSET=MID
 3, 103, 203
*MATERIAL, NAME=MAT1
*ELASTIC, TYPE=ENGINEERING CONSTANTS
  0.300E+07,  0.400E+07,  0.500E+07,  0.100E+00,  0.200E+00,  0.300E+00,  0.300E+06,  0.400E+06
  0.500E+06,
*DENSITY                                                                                            
  0.750E-03,
*CONDUCTIVITY
  1000.,
*DAMPING, ALPHA=0.5
**---------------------------------------------------------------------
*BOUNDARY
CENTER,1,1
EDGE,1,2
*PSD-DEFINITION, NAME=WHITE, TYPE=FORCE
 1.0,0.1,0.0
 1.0,0.1,60.0
*SPECTRUM, NAME=SPEC,TYPE=ACCELERATION
 0., 0., 0.
 1.E7, 300., 0.
 1.E7, 1000., 0.
**
** --------------------------------------------------
**
*STEP, NAME=STEP-1
 FREQUENCY ANALYSIS
*FREQUENCY,SIM,normalization=mass
 5,
*EL PRINT
 S,                                                                                                 
 SF,
 SSAVG,
 SE,
*NODE PRINT
 U,                                                                                                 
*OUTPUT, FIELD                                                                                      
*NODE OUTPUT                                                                                        
 U,                                                                                                 
*ELEMENT OUTPUT                                                                                     
 S,                                                                                                 
 SF,
 SSAVG,
 STH,
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-2
 SSD MODE-BASED
*STEADY STATE DYNAMICS, INTERVAL=EIGENFREQUENCY
 60,
*EL PRINT, FREQ=999
 S,                                                                                                 
 SF,
 SSAVG,
 SE,
 STH,      
*NODE PRINT, FREQ=999
 U,                                                                                                 
*OUTPUT, FIELD                                                                                      
*NODE OUTPUT                                                                                        
 U,                                                                                                 
*ELEMENT OUTPUT                                                                                     
 S,                                                                                                 
 SF,
 SSAVG,
 STH,
*CLOAD
 CENTER,2,0.5
*SELECT EIGENMODES, GENERATE
 1, 5
*MODAL DAMPING, RAYLEIGH
 1, 5, 0.5 
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-3
 MODAL DYNAMIC
*MODAL DYNAMIC
 0.1,1.
*CLOAD
 CENTER,2,0.5
*SELECT EIGENMODES, GENERATE
 1, 5
*MODAL DAMPING, RAYLEIGH
 1, 5, 0.5 
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-4
 SSD DIRECT
*STEADY STATE DYNAMICS, DIRECT, INTERVAL=EIGENFREQUENCY
 60.,
*CLOAD
 CENTER,2,0.5
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-5
 SSD SUBSPACE
*STEADY STATE DYNAMICS, SUBSPACE PROJECTION, INTERVAL=EIGENFREQUENCY
 60.,
*CLOAD
 CENTER,2,0.5
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-6
 RANDOM RESPONSE
*RANDOM RESPONSE
 60.,
*SELECT EIGENMODES, GENERATE
 1, 5
*CLOAD, LOAD CASE=1
 CENTER,2,0.5
*CLOAD, LOAD CASE=2
 EDGE,6,0.2
*CORRELATION, PSD=WHITE, TYPE=UNCORRELATED, COMPLEX=NO
 1,1
 2,1
*EL PRINT, FREQ=999                                                                                 
 SF,
 SE,
*NODE PRINT, FREQ=999                                                                               
 U,                                                                                                 
*OUTPUT, FIELD                                                                                      
*NODE OUTPUT                                                                                        
 U,                                                                                                 
*ELEMENT OUTPUT                                                                                     
 SF,
*END STEP
**
** --------------------------------------------------
**
*STEP, NAME=STEP-7
 RESPONSE SPECTRUM
*RESPONSE SPECTRUM, SUM=ABS, COMP=ALG
 SPEC,0.,0.,1.,1.
*SELECT EIGENMODES, GENERATE
 1, 5
*END STEP
**
** --------------------------------------------------
**
*STEP, NLGEOM=YES, NAME=STEP-8
 STATIC
*STATIC
 1.0, 1.0
*BOUNDARY
 EDGE,6,6,0.1
*EL PRINT, FREQ=999                                                                                 
 S,                                                                                                 
 SF,
 SSAVG,
 SE,
 STH,      
*NODE PRINT, FREQ=999                                                                               
 U,                                                                                                 
*OUTPUT, FIELD                                                                                      
*NODE OUTPUT                                                                                        
 U,                                                                                                 
*ELEMENT OUTPUT                                                                                     
 S,                                                                                                 
 SF,
 SSAVG,
 STH,
*OUTPUT, HISTORY                                                                                     
*ELEMENT OUTPUT,ELSET=SHELLSEC1                                                                                   
 S11,                                                                                                 
 SF1,
 SSAVG1,
 SE1,
 SK1,
 STH,
*END STEP
**
** --------------------------------------------------
**
*STEP, PERTURBATION, NAME=STEP-9
 STATIC 
*STATIC
*EL PRINT, FREQ=999                                                                                 
 S,                                                                                                 
 SF,
 SSAVG,
 SE,
 STH,      
*NODE PRINT, FREQ=999                                                                               
 U,                                                                                                 
*OUTPUT, FIELD                                                                                      
*NODE OUTPUT                                                                                        
 U,                                                                                                 
*ELEMENT OUTPUT                                                                                     
 S,                                                                                                 
 SF,
 SSAVG,
 STH,
*LOAD CASE, NAME=LOAD1
*BOUNDARY                                                                                           
 CENTER,2,,0.1
*END LOAD CASE
*LOAD CASE, NAME=LOAD2
*BOUNDARY
 EDGE,6,,0.2
*END LOAD CASE
*LOAD CASE, NAME=LOAD3
*BOUNDARY                                                                                           
 MID,6,,-0.1
*END LOAD CASE
*END STEP