From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix K; matrix M is BCSSTM19 from BCSSTRUC3 set.
Siffness matrix is very poorly conditioned.
Click on image to get an enlarged version. Click on label to get an explanation.
Structure Plot | City Plot |
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3D Interactive City Plot | |
[ VRML Version 2, gzipped ] 199128 bytes |
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817 x 817, 3835 entries | real symmetric indefinite | |||||||||||||||||||||||||||||||||
Nonzeros | ||||||||||||||||||||||||||||||||||
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Column Data | Row Data | |||||||||||||||||||||||||||||||||
Average nonzeros per column : 8.4 Standard deviation : 2.3
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Average nonzeros per row : 8.4 Standard deviation : 2.3
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Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:74868 |
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Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 469 nonvoid diagonals. |
Conditioning | |||||||||||||||||||||||||||||||||
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Set BCSSTRUC3 | |
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Source: | John Lewis, Boeing Computer Services, Seattle, WA |
Discipline: | Dynamic analyses in structural engineering |
Accession: | Summer 1984 to spring 1985 |
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Last change in this page: Wed Sep 22 13:33:26 US/Eastern 2004 [Comments: ]