📄 static.inp
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$OPER HED
START 3 BAY 8-FLOOR WCSB BASIC FRAME (UNIT:KN,MM)
$
$ CONTROL INFORMATION
$ J CONJ CDJ ZERO SAME MASS ELEM CHK CORE MEM
48 24 12 1 8 8 1 0 0 0
$
$ CONTROL NODE COORDINATE
$ J X Y (I5,2F10.0)
1 0. 0.
4 21945. 0.
5 0. 5486.
8 21945. 5486.
9 0. 9144.
12 21945. 9144.
13 0. 10668.
16 21945. 10668.
17 0. 12801.
20 21945. 12801.
21 0. 16459.
24 21945. 16459.
25 0. 17983.
28 21945. 17983.
29 0. 20116.
32 21945. 20116.
33 0. 23774.
36 21945. 23774.
37 0. 25298.
40 21945. 25298.
41 0. 27432.
44 21945. 27432.
45 0. 31089.
48 21945. 31089.
$
$ COMMAND FOR STRAIGHT LINE GENERATION
$ IJT JJT NJT KDIF SPACING
1 4 2 1
5 8 2 1
9 12 2 1
13 16 2 1
17 20 2 1
21 24 2 1
25 28 2 1
29 32 2 1
33 36 2 1
37 40 2 1
41 44 2 1
45 48 2 1
$
$ COMMAND FOR NODES WITH ZERO DISPLACEMENT
$ IJ X Y R JJ KDIF (6I5)
1 1 1 1 4 1
$
$ COMMAND FOR NODES WITH IDENTICAL DISPLACEMENT
$ DIR NJT ...NODES... (16I5)
1 4 5 6 7 8
1 4 9 10 11 12
1 4 17 18 19 20
1 4 21 22 23 24
1 4 29 30 31 32
1 4 33 34 35 36
1 4 41 42 43 44
1 4 45 46 47 48
$
$ COMMAND FOR LUMPED MASS AT NODES (I5,3F10.0,2I5,F10.0)
$ IJ X-MASS Y-MASS R-MASS JJ KDIF FACTOR
5 0.1569 0. 0. 1.
9 0.1569 0. 0. 1.
17 0.1569 0. 0. 1.
21 0.1569 0. 0. 1.
29 0.1569 0. 0. 1.
33 0.1569 0. 0. 1.
41 0.1569 0. 0. 1.
45 0.1569 0. 0. 1.
$ LOAD INFORMATION (3I5,5F10.0)
$STAT CDLD STEP DT FACAXH FACTMH FACAXV FACTMV DISMAX
2 0 0 1.0 0.00 1. 1. 1. 0.
$
$ NONLINEAR STATIC LOAD CONTROL DATA
$NPAT CASE
1 7
$
$ LOADING PATTERN 1
$ CMD TITLE
1 First nonstatic load
$
$ II X-FORCE Y-FORCE R-MOMENT IK DIF
45 100.0 0.0 0.0
$
$ NONLINEAR LOADING COMBINATION
$ ID ISEG FCASE-1
1 100 7.0
2 200 -14.0
3 100 14.5
4 100 -15.0
5 100 15.5
6 100 -16.0
7 100 16.0
$
$ ACCELERATION RECORD
$NPTH NPTV OUT1 OUT2 TITLE (4I5,10A6)
0 0 0 0
$ DAMPING INFORMATION
$ APHLA BETA BETAO DELTA M1 M2 CM1 CM2
0.0124 0.0 0.01281 0. 1 2 0.02 0.05
$
$ TIME HISTORY OUTPUT SPECIFICATION (13I5)
$ IPJ IPE IENV NHOT NVOT NROT NHR NVR THPJ THPR THPL ISJ ISE IENG ISEC
1 0 0 8 0 0 0 0 2 0 0 0 0 8 1
$
$ LIST OF NODES FOR X DISPL. OUTPUT [IPJ] (10I5)
5 9 17 21 29 33 41 45
$
$ LIST OF NODES FOR RELATIVE X DISPL. OUTPUT [IPJ] (10I5)
$
$ELEMENT SPECIFICATION
$ BEAM COLUMN ELEMENT CONTROL INFORMATION
$ ID NL NSTF NECT NYIE NFIX NINT (7I5)
2 68 12 12 12 1 0
$
$ BEAM STIFFNESS TYPE (I5,5F10.0,I5)
$ ID E ED AREA I Kii Kjj Kij SHEAR POISSON
1 200.13 0.02 12968 761.70E6 4. 4. 2. 6354 0.3
2 200.13 0.02 14452 874.09E6 4. 4. 2. 6790 0.3
3 200.13 0.02 15935 986.47E6 4. 4. 2. 7307 0.3
4 200.13 0.02 19548 1248.69E6 4. 4. 2. 8704 0.3
5 200.13 0.02 7613 254.73E6 4. 4. 2. 3638 0.3
6 200.13 0.02 11355 409.57E6 4. 4. 2. 4884 0.3
7 200.13 0.02 14387 553.59E6 4. 4. 2. 4993 0.3
8 200.13 0.02 23161 1232.05E6 4. 4. 2. 8392 0.3
9 200.13 0.02 8129 178.15E6 4. 4. 2. 2479 0.3
10 200.13 0.02 9097 201.87E6 4. 4. 2. 3025 0.3
11 200.13 0.02 11548 266.39E6 4. 4. 2. 3360 0.3
12 200.13 0.02 15548 367.12E6 4. 4. 2. 4708 0.3
$
$ ELEMENT ECCENTRICTIES
$TYPE Xi Xj Yi Yj
$ 100% PANEL ZONE RIGID
1 181.5 -275.5
2 275.5 -275.5
3 275.5 -181.5
4 176.5 -231.0
5 231.0 -231.0
6 231.0 -176.5
7 175.0 -231.5
8 231.5 -231.5
9 231.5 -175.0
10 173.5 -227.0
11 227.0 -227.0
12 227.0 -173.5
$
$ 50% PANEL ZONE RIGID
$ 1 90.8 -137.8
$ 2 137.8 -137.8
$ 3 137.8 -90.8
$ 4 88.3 -115.5
$ 5 115.5 -115.5
$ 6 115.5 -88.3
$ 7 87.5 -115.8
$ 8 115.8 -115.8
$ 9 115.8 -87.5
$ 10 86.8 -113.5
$ 11 113.5 -113.5
$ 12 113.5 -86.8
$
$ YIELDING SURFACE (2I5,4F10.0,4F5.0)
$ IYD SHP My+ My- Pyc Pyt MA PA MB PB
1 2 719200 -719200 -3216 3216 1. 0.15 1. 0.15
2 2 812696 -812696 -3584 3584 1. 0.15 1. 0.15
3 2 910408 -910408 -3952 3952 1. 0.15 1. 0.15
4 2 1137824 -1137824 -4848 4848 1. 0.15 1. 0.15
5 2 318680 -318680 -1214 1888 1. 0.15 1. 0.15
6 2 499968 -499968 -2262 2816 1. 0.15 1. 0.15
7 2 662408 -662408 -3300 3568 1. 0.15 1. 0.15
8 2 1247688 -1247688 -5411 5744 1. 0.15 1. 0.15
9 2 282968 -282968 -1799 2016 1. 0.15 1. 0.15
10 2 318680 -318680 -2013 2256 1. 0.15 1. 0.15
11 2 414408 -414408 -2682 2864 1. 0.15 1. 0.15
12 2 564944 -564944 -3619 3856 1. 0.15 1. 0.15
$
$ ELEMENT FIX END FORCE (2I5,7F10.0)
$ IFX KFEF Fi Vi Mi Fj Vj Mj LIVE
1 0 0. 64. 117040. 0. 64. -117040. 1.
$ ELEMENT GENERATION (12I5,2F5.0,I5,F5.0)
$ IEL I J KDIF STIF ECCE YDi YDj GEO THP DD LD FDD FLD INF FINF IENG ISEC
1 1 5 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 1 1
2 5 9 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 2 0
3 9 13 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 3 0
4 13 17 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 3 0
5 17 21 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 4 0
6 21 25 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 5 0
7 25 29 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 5 0
8 29 33 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 6 0
9 33 37 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 7 0
10 37 41 0 9 0 9 9 1 0 0 0 1. 1. 0 1. 7 0
11 41 45 0 9 0 9 9 1 0 0 0 1. 1. 0 1. 8 0
12 2 6 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 1 1
13 6 10 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 2 0
14 10 14 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 3 0
15 14 18 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 3 0
16 18 22 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 4 0
17 22 26 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 5 0
18 26 30 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 5 0
19 30 34 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 6 0
20 34 38 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 7 0
21 38 42 0 5 0 5 5 1 0 0 0 1. 1. 0 1. 7 0
22 42 46 0 5 0 5 5 1 0 0 0 1. 1. 0 1. 8 0
23 3 7 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 1 1
24 7 11 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 2 0
25 11 15 0 8 0 8 8 1 0 0 0 1. 1. 0 1. 3 0
26 15 19 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 3 0
27 19 23 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 4 0
28 23 27 0 7 0 7 7 1 0 0 0 1. 1. 0 1. 5 0
29 27 31 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 5 0
30 31 35 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 6 0
31 35 39 0 6 0 6 6 1 0 0 0 1. 1. 0 1. 7 0
32 39 43 0 5 0 5 5 1 0 0 0 1. 1. 0 1. 7 0
33 43 47 0 5 0 5 5 1 0 0 0 1. 1. 0 1. 8 0
34 4 8 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 1 1
35 8 12 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 2 0
36 12 16 0 12 0 12 12 1 0 0 0 1. 1. 0 1. 3 0
37 16 20 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 3 0
38 20 24 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 4 0
39 24 28 0 11 0 11 11 1 0 0 0 1. 1. 0 1. 5 0
40 28 32 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 5 0
41 32 36 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 6 0
42 36 40 0 10 0 10 10 1 0 0 0 1. 1. 0 1. 7 0
43 40 44 0 9 0 9 9 1 0 0 0 1. 1. 0 1. 7 0
44 44 48 0 9 0 9 9 1 0 0 0 1. 1. 0 1. 8 0
45 5 6 0 4 1 4 4 1 0 0 0 1. 1. 0 1. 1 0
46 6 7 0 4 2 4 4 1 0 0 0 1. 1. 0 1. 1 0
47 7 8 0 4 3 4 4 1 0 0 0 1. 1. 0 1. 1 0
48 9 10 0 4 1 4 4 1 0 0 0 1. 1. 0 1. 2 0
49 10 11 0 4 2 4 4 1 0 0 0 1. 1. 0 1. 2 0
50 11 12 0 4 3 4 4 1 0 0 0 1. 1. 0 1. 2 0
51 17 18 0 3 4 3 3 1 0 0 0 1. 1. 0 1. 3 0
52 18 19 0 3 5 3 3 1 0 0 0 1. 1. 0 1. 3 0
53 19 20 0 3 6 3 3 1 0 0 0 1. 1. 0 1. 3 0
54 21 22 0 3 4 3 3 1 0 0 0 1. 1. 0 1. 4 0
55 22 23 0 3 5 3 3 1 0 0 0 1. 1. 0 1. 4 0
56 23 24 0 3 6 3 3 1 0 0 0 1. 1. 0 1. 4 0
57 29 30 0 2 7 2 2 1 0 0 0 1. 1. 0 1. 5 0
58 30 31 0 2 8 2 2 1 0 0 0 1. 1. 0 1. 5 0
59 31 32 0 2 9 2 2 1 0 0 0 1. 1. 0 1. 5 0
60 33 34 0 2 7 2 2 1 0 0 0 1. 1. 0 1. 6 0
61 34 35 0 2 8 2 2 1 0 0 0 1. 1. 0 1. 6 0
62 35 36 0 2 9 2 2 1 0 0 0 1. 1. 0 1. 6 0
63 41 42 0 1 10 1 1 1 0 0 0 1. 1. 0 1. 7 0
64 42 43 0 1 11 1 1 1 0 0 0 1. 1. 0 1. 7 0
65 43 44 0 1 12 1 1 1 0 0 0 1. 1. 0 1. 7 0
66 45 46 0 1 10 1 1 1 0 0 0 1. 1. 0 1. 8 0
67 46 47 0 1 11 1 1 1 0 0 0 1. 1. 0 1. 8 0
68 47 48 0 1 12 1 1 1 0 0 0 1. 1. 0 1. 8 0
STOP
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