From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix M; matrix K is BCSSTK27 from BCSSTRUC4 set.
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Structure Plot | City Plot |
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Size | Type | |||||||||||||||||||||||||||||||||
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1224 x 1224, 28675 entries | real symmetric indefinite | |||||||||||||||||||||||||||||||||
Nonzeros | ||||||||||||||||||||||||||||||||||
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Column Data | Row Data | |||||||||||||||||||||||||||||||||
Average nonzeros per column : 46 Standard deviation : 9.8
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Average nonzeros per row : 46 Standard deviation : 9.8
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Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:50515 |
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Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 113 nonvoid diagonals. |
Conditioning | |||||||||||||||||||||||||||||||||
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Set BCSSTRUC4 | |
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Source: | Andy Mera, Randy Cigel, and John Lewis, Boeing Computer Services, Seattle, Washington. |
Discipline: | Dynamic analyses in structural engineering. |
Accession: | Summer 1984 and spring 1986 |
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Last change in this page: Wed Sep 22 13:33:27 US/Eastern 2004 [Comments: ]