16.5 Computer Program for the Free Vibration Analysis of Ships …
585
Table 16.5 (continued)
11
0 0 1 1 1 0
12
0 0 1 1 1 0
13
1 1 1 1 1 1
Total d.o.f in the structure.....=
78
Half Bandwidth.....=
12
Element Stiffness Matrix
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
Element Mass Matrix
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
Overall Stiffness Matrix
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6200E+07 0.6200E+07 0.2133E+11 0.8769E+14 0.8769E+14 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.6200E+07 0.6200E+07 0.2133E+11 0.8769E+14 0.8769E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
Overall Mass Matrix
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
No. of boundary points......=
13
Bounary Codes
Node
Boundary Codes
1
1 1 1 1 1 1
2
0 0 1 1 1 0
3
0 0 1 1 1 0
4
0 0 1 1 1 0
5
0 0 1 1 1 0
6
0 0 1 1 1 0
7
0 0 1 1 1 0
8
0 0 1 1 1 0
9
0 0 1 1 1 0
10
0 0 1 1 1 0
(continued)
585
Table 16.5 (continued)
11
0 0 1 1 1 0
12
0 0 1 1 1 0
13
1 1 1 1 1 1
Total d.o.f in the structure.....=
78
Half Bandwidth.....=
12
Element Stiffness Matrix
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
Element Mass Matrix
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
Overall Stiffness Matrix
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6200E+07 0.6200E+07 0.2133E+11 0.8769E+14 0.8769E+14 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.1176E+08 0.6445E+06 0.2133E+11 0.1538E+14 0.1600E+15 0.4834E+10
0.6200E+07 0.6200E+07 0.2133E+11 0.8769E+14 0.8769E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.6445E+06 0.1176E+08 0.2133E+11 0.1600E+15 0.1538E+14 0.4834E+10
0.3222E+06 0.5878E+07 0.1067E+11 0.8000E+14 0.7692E+13 0.2417E+10
Overall Mass Matrix
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
3.235
3.235
3.235
0.0000E+00
0.0000E+00
0.0000E+00
1.618
1.618
1.618
0.0000E+00
0.0000E+00
0.0000E+00
No. of boundary points......=
13
Bounary Codes
Node
Boundary Codes
1
1 1 1 1 1 1
2
0 0 1 1 1 0
3
0 0 1 1 1 0
4
0 0 1 1 1 0
5
0 0 1 1 1 0
6
0 0 1 1 1 0
7
0 0 1 1 1 0
8
0 0 1 1 1 0
9
0 0 1 1 1 0
10
0 0 1 1 1 0
(continued)