From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix K; matrix M is BCSSTM24 from BCSSTRUC3 set.
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Structure Plot | City Plot |
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Size | Type | |||||||||||||||||||||||||||||||||
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3562 x 3562, 81736 entries | real symmetric indefinite | |||||||||||||||||||||||||||||||||
Nonzeros | ||||||||||||||||||||||||||||||||||
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Column Data | Row Data | |||||||||||||||||||||||||||||||||
Average nonzeros per column : 45 Standard deviation : 11
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Average nonzeros per row : 45 Standard deviation : 11
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Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:2031722 |
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Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 4309 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: ]