An optimal family of controllable numerically dissipative time integration algorithms for structural dynamics

Keyphrases

• Structural Dynamics 100%
• Algorithmic Properties 100%
• Time Integration Algorithm 100%
• Zero Order 50%
• Dynamic Computation 50%
• Velocity Overshoot 50%
• Linear multi-step 50%
• Unconditionally Stable 50%
• High-frequency Limit 50%
• Large Deformation 50%
• Second-order Accurate 50%
• Elastoplastic 50%
• Linear multistep Methods 50%
• Structural Dynamic Problems 50%
• Special Class 50%
• Minimal Dissipation 50%
• Multi-step Algorithm 50%

Mathematics

• Time Integration 100%
• Optimality 50%
• Superiority 50%
• Step Method 50%
• Step Representation 50%
• Dynamic Problem 50%