$
$ FILE SE1S103.DAT 
$
ID SE, SAMPLE PROBLEM DYNAMICS - SHOW DIFFERENT REDUCTION METHODS
SOL 103
TIME 15
diag 8,15,56
include 'sekefa.v2001'
$$
CEND
TITLE = S.E. SAMPLE PROBLEM 1 - NORMAL MODES
SUBTITLE = S.E. DYNAMICS - USE DIFFERENT REDUCTION TECHNIQUES
DISP(plot) = ALL
PARAM,GRDPNT,1
$
SUBCASE 1
SET 12 = 1,2
SUPER = 12
LABEL = GEN DYNAMIC REDUCTION + MODAL SYNTHESIS FOR S.E. 1 & 2
DYNRED = 2
METHOD = 1
$
SUBCASE 2
SET 13 = 3,4
SUPER = 13
LABEL = STATIC REDUCTION FOR S.E. 3 & 4
$
SUBCASE 3
SET 15 = 5,6
SUPER = 15
LABEL = GEN DYN REDUCTION ONLY FOR S.E. 5 & 6
DYNRED = 1
$
SUBCASE 4
SUPER = 7
LABEL = COMPONENT MODE REDUCTION ONLY FOR S.E. 7
METHOD = 1
$
SUBCASE 5
LABEL = RES STR - SOLVE PROBLEM FOR SYSTEM MODES
SUPER = 0
METHOD = 2
$
OUTPUT(PLOT)
$
$   PLOT SYSTEM MODES
$
SEUPPLOT 0  
SET 1 = ALL
AXES Z,X,Y
VIEW 0.,0.,0.
FIND SCALE, ORIGIN 1, SET 1
PLOT MODAL DEFORMATION, SET 1, ORIGIN 1
$
AXES X,MZ,Y
FIND SCALE, ORIGIN 1, SET 1
PLOT MODAL DEFORMATION, SET 1, ORIGIN 1
$
BEGIN BULK
$
param,sesef,0
PARAM,POST,0
$
$  GDR AND CMS CARDS
$
SPOINT,1001,THRU,1115
SEQSET1,1,0,1001,THRU,1030
SEQSET1,2,0,1031,THRU,1060
SEQSET1,5,0,1061,THRU,1080
SEQSET1,6,0,1081,THRU,1100
SEQSET1,7,0,1101,THRU,1115
$
DYNRED,1,300.
DYNRED,2,1000.
EIGR,1,MGIV,0.,1000.
EIGR,2,MGIV,0.,200.
$
$INCLUDE 'd:\se69\seset.dat'
$ FILE SESET.DAT
$
$ DEFINE S.E. MEMBERSHIP OF GRID POINTS FOR SINGLE-LEVEL SUPERELEMEMT
$    SAMPLE PROBLEM  
$
SESET,1,33,34,37,38
SESET,1,45,THRU,50
SESET,1,57,THRU,62
SESET,1,69,THRU,74
SESET,1,81,THRU,86
SESET,1,93,THRU,98
$
SESET,2,39,40,43,44
SESET,2,51,THRU,56
SESET,2,63,THRU,68
SESET,2,75,THRU,80
SESET,2,87,THRU,92
SESET,2,99,THRU,104
$
SESET,3,29,30
$
SESET,4,31,32
$
SESET,5,21,22
SESET,5,9,THRU,12
$
SESET,6,25,26
SESET,6,15,THRU,18
$
SESET,7,1,THRU,8
$
$INCLUDE 'd:\se69\model.dat'
$
$ *******************************************************************
$  BASIC MODEL DEFINITION - SAME FOR ALL RUNS
$ *******************************************************************
$
$  FILE NAME IS MODEL.DAT
$
GRDSET,,,,,,,6
GRID,1,,-.4,0.,0.,,123456
GRID,3,,-.4,0.9,0.
=,*2,=,=,*.9,==
=1
GRID,2,,.4,0.,0.,,123456
GRID,4,,.4,0.9,0.
=,*2,=,=,*.9,==
=1
GRID,9,,-3.6,3.6,0.
=,*1,=,*.8,==
=8
GRID,19,,-3.6,4.4,0.
=,*1,=,*.8,==
=8
GRID,29,,-3.6,5.2,0.
GRID,30,,-2.8,5.2,0.
GRID,31,,2.8,5.2,0.
GRID,32,,3.6,5.2,0.
GRID,33,,-5.2,6.,0.
=,*1,=,*.8,==
=4
GRID,39,,1.2,6.,0.
=,*1,=,*.8,==
=4
GRID,45,,-5.2,6.8,0.
=,*1,=,*.8,==
=4
GRID,51,,1.2,6.8,0.
=,*1,=,*.8,==
=4
GRID,57,,-5.2,7.6,0.
=,*1,=,*.8,==
=4
GRID,63,,1.2,7.6,0.
=,*1,=,*.8,==
=4
GRID,69,,-5.2,8.4,0.
=,*1,=,*.8,==
=4
GRID,75,,1.2,8.4,0.
=,*1,=,*.8,==
=4
GRID,81,,-5.2,9.2,0.
=,*1,=,*.8,==
=4
GRID,87,,1.2,9.2,0.
=,*1,=,*.8,==
=4
GRID,93,,-5.2,10.,0.
=,*1,=,*.8,==
=4
GRID,99,,1.2,10.,0.
=,*1,=,*.8,==
=4
$
$  ELEMENTS
$
CQUAD4,1,1,1,2,4,3
=,*1,=,*2,*2,*2,*2
=1
CQUAD4,4,1,7,8,14,13
CQUAD4,6,1,9,10,20,19
=,*1,=,*1,*1,*1,*1
=2
CQUAD4,5,1,13,14,24,23
CQUAD4,10,1,14,15,25,24
= *1,=,*1,*1,*1,*1
=2
CQUAD4,14,1,19,20,30,29
CQUAD4,15,1,29,30,36,35
CQUAD4,16,1,27,28,32,31
CQUAD4,17,1,31,32,42,41
CQUAD4,18,1,33,34,46,45
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,23,1,45,46,58,57
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,28,1,57,58,70,69
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,33,1,69,70,82,81
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,38,1,81,82,94,93
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,43,1,39,40,52,51
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,48,1,51,52,64,63
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,53,1,63,64,76,75
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,58,1,75,76,88,87
=,*1,=,*1,*1,*1,*1
=3
CQUAD4,63,1,87,88,100,99
=,*1,=,*1,*1,*1,*1
=3
MAT1,1,30.+6,,.3,.283
PARAM,WTMASS,.00259
PARAM,AUTOSPC,YES
PSHELL,1,1,.05,1,,1
$
$ *******************************************************************
$  END OF BASIC MODEL DEFINITION
$ *******************************************************************
ENDDATA