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BCSSTM07: BCS Structural Engineering Matrices (eigenvalue matrices)
Medium test problem -- consistent mass

from set BCSSTRUC1, from the Harwell-Boeing Collection

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From generalized eigenvalue problem Kx=(lambda)Mx. This is matrix M; matrix K is BCSSTK07 from BCSSTRUC1 set.


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Visualizations

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Structure Plot City Plot
structure plot city plot
3D Interactive City Plot

[ VRML Version 2, gzipped ] 197806 bytes


Matrix Statistics

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Size Type
420 x 420, 3836 entries real symmetric positive semi-definite
Nonzeros
totaldiagonalbelow diagonalabove diagonalA-A'
7252 420 3416 3416 0
Column Data Row Data
Average nonzeros per column : 17
Standard deviation : 6.1

indexnonzeros
longest52 26
shortest3 2

Average nonzeros per row : 17
Standard deviation : 6.1

indexnonzeros
longest52 26
shortest3 2

Bandwidths Profile Storage
lower48 upper48
average |i-j|19 std.dev.19
minmaxave.std.dev.
lower bandwidth1 48 36 17
upper bandwidth1 48 36 17

Symmetric skyline storage requirement:15111

Heaviest diagonals
offset from main0 -1 1 -6 6 -42 42 -3 3 -2
nonzeros420 344 344 330 330 324 324 305 305 254
accumulated percent 5.7910.5415.2819.8324.3828.8533.3137.5241.7345.23

Top 10 out of 43 nonvoid diagonals.
Conditioning
Frobenius norm1.8e+04 condition number (est.)1.2e+04
2-norm (est.)2.5e+03 diagonal dominanceno


Set Information

Set BCSSTRUC1
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: ]