Improved numerical dissipation for time integration algorithms in structural dynamics

@article{Hilber1977ImprovedND,
  title={Improved numerical dissipation for time integration algorithms in structural dynamics},
  author={Hans M. Hilber and Thomas J. R. Hughes and Robert Taylor},
  journal={Earthquake Engineering \& Structural Dynamics},
  year={1977},
  volume={5},
  pages={283-292}
}
A new family of unconditionally stable one-step methods for the direct integration of the equations of structural dynamics is introduced and is shown to possess improved algorithmic damping properties which can be continuously controlled. The new methods are compared with members of the Newmark family, and the Houbolt and Wilson methods. 
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