From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix K; matrix M is BCSSTM12 from BCSSTRUC1 set.
BCSSTK11, BCSSTM11, BCSSTK12 and BCSSTM12 represent the lumped and consistent mass formulation for an ore car model. In both cases the consistent mass formulations lead to non-diagonal mass matrices. The eigenvalues from the two formulations of a model should be similar, but not necessarily equal.
Click on image to get an enlarged version. Click on label to get an explanation.
Structure Plot | City Plot |
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Size | Type | |||||||||||||||||||||||||||||||||
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1473 x 1473, 17857 entries | real symmetric positive definite | |||||||||||||||||||||||||||||||||
Nonzeros | ||||||||||||||||||||||||||||||||||
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Column Data | Row Data | |||||||||||||||||||||||||||||||||
Average nonzeros per column : 23 Standard deviation : 6.7
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Average nonzeros per row : 23 Standard deviation : 6.7
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Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:135219 |
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Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 181 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: ]