From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix M; matrix K is BCSSTK10 from BCSSTRUC1 set.
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| Structure Plot | City Plot |
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| 3D Interactive City Plot | |
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| 1086 x 1086, 11589 entries | real symmetric positive semi-definite | |||||||||||||||||||||||||||||||||
| Nonzeros | ||||||||||||||||||||||||||||||||||
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| Column Data | Row Data | |||||||||||||||||||||||||||||||||
| Average nonzeros per column : 20 Standard deviation : 5.6
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Average nonzeros per row : 20 Standard deviation : 5.6
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| Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:38129 |
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| Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 63 nonvoid diagonals. |
Conditioning | |||||||||||||||||||||||||||||||||
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| Set BCSSTRUC1 | |
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| Source: | John Lewis, Boeing Computer Services, Seattle, Washington, USA |
| Discipline: | Dynamic analyses in structural engineering |
| Accession: | Summer 1982 |
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Last change in this page: Wed Sep 22 13:33:24 US/Eastern 2004 [Comments: ]