*SUBSTRUCTURE GENERATE
PROPERTY EVALUATION
Set this parameter equal to the frequency at which to evaluate frequency-dependent properties
for viscoelasticity, springs, and dashpots during the substructure generati on. I f this parameter
is omitted, ABAQUS/Standard will evaluate the stiffness associated with frequency-dependent
springs and dashpots at zero frequency and will not consider the stiffness contributi ons from
frequency-domain viscoelasticity in the *SUBSTRUCTURE GENERATE step.
RECOVERY MATRIX
Set RECOVERY MATRIX=NO to specifythat output of element or nodal information will not
be available within this substructure. The default is RECOVERY MATRIX=YES, indicating
that recovery of internal variables will be possible for most analysis procedures. See “Using
substructures,” Section 10.1.1of the ABAQUS Analysis User’s Manual, for further discussion.
There are no data lines associated with this option.
18.41–2
ABAQUS Version 6.1 Module: ID:
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