2.4.1 Implicit dynamic analysis
classes.engineering.wustl.edu › 2009 › springThe implicit operator used for time integration of the dynamic problem is the operator defined by Hilber, Hughes, and Taylor (1978). This operator is a single parameter operator with controllable numerical damping—the damping being most valuable in the automatic time stepping scheme, because the slight high frequency numerical noise ...
Implicit dynamic analysis
abaqus-docs.mit.edu › simathe-c-dynamicsStructural problems are considered “inertial” because the response time sought is long compared to the time required for waves to traverse the structure. Dynamic integration operators are broadly characterized as implicit or explicit. Explicit schemes, as used in Abaqus/Explicit , obtain values for dynamic quantities at t+Δt t + Δ