From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix K; matrix M is BCSSTM06 from BCSSTRUC1 set.
BCSSTK06 and BCSSTM06 repesent the lumped (diagonal) mass formulation for the same problem for which BCSSTK07 and BCSSTM07 form the consistent mass formulation.
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 | |
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420 x 420, 4140 entries | real symmetric positive definite | |||||||||||||||||||||||||||||||||
Nonzeros | ||||||||||||||||||||||||||||||||||
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Column Data | Row Data | |||||||||||||||||||||||||||||||||
Average nonzeros per column : 19 Standard deviation : 6.5
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Average nonzeros per row : 19 Standard deviation : 6.5
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Bandwidths | Profile Storage | |||||||||||||||||||||||||||||||||
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Symmetric skyline storage requirement:15111 |
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Heaviest diagonals | ||||||||||||||||||||||||||||||||||
Top 10 out of 43 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 13:33:23 US/Eastern 2004 [Comments: ]