John Lewis, Boeing Computer Services, Seattle, Washington.
Discipline:
Dynamic analyses in structural engineering
Accession:
Summer 1982
These matrices all represent dynamic analyses in structural engineering. They
have been extracted from various structural engineering packages such as
GT-STRUDL, MSC/NASTRAN, and BCS ATLAS. All of these matrices come in pairs.
The first matrix, K, is the stiffness matrix while the second, M, is the
mass matrix for the dynamic modelling of structures. Structural engineering
requires the computations of a few modes, usually the lowest, of the
generalized eigenvalue problem, . Most of the matrices were extracted in the
years 1980 to 1982.
Some of the collected problems demonstrate the effect of standard structural
engineering techniques. BCSSTK02 and BCSSTM02 are the result of applying
``static condensation'' to the oil rig model represented by BCSSTK04 and
BCSSTM04. Static condensation can be applied in cases where the mass matrix
is singular to reduce the problem order while preserving the spectrum. However,
the reduced stiffness matrix is usually dense, which is the case here. Good
sparse eigenvalue codes should be able to solve a large sparse problem much
more quickly than a dense code can solve the reduced problem of order one-half
or one-third the original. This problem is probably too small to demonstrate
that effect.
Matrices BCSSTK06 and BCSSTM06 represent the ``lumped'' (diagonal) mass
formulation for the same problem for which BCSSTK07 and BCSSTM07 form
the ``consistent'' mass formulation. 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.
Matrices BCSSTK08 and BCSSTM08 have several clusters of eigenvalues where a
doubleton (eigenvalue with multiplicity 2) is very close to a third eigenvalue.
Matrices in this set
BCSSTK01 : small generalized
eigenvalue problem, 48 x 48, 224 nonzeros
BCSSTM01 : small generalized
eigenvalue problem, b matrix, 48 x 48, 48 nonzeros
BCSSTK02 : small oil rig, statically
condensed, 66 x 66, 2211 nonzeros
BCSSTM02 : small oil rig,
statically condensed, 66 x 66, 66 nonzeros
BCSSTK03 : small test structure,
112 x 112, 376 nonzeros
BCSSTM03 : small test structure,
112 x 112, 112 nonzeros
BCSSTK04 : oil rig, not condensed
(same model as BCSSTK02), 132 x 132, 1890 nonzeros
BCSSTM04 : oil rig, not condensed
(same model as BCSSTM02), 132 x 132, 132 nonzeros