1977
DOI: 10.1002/eqe.4290050306
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Improved numerical dissipation for time integration algorithms in structural dynamics

Abstract: 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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Cited by 2,058 publications
(1,071 citation statements)
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“…One possibility for the numerical implementation is to apply a time integration algorithm to the full system of differential algebraic equations. An example for such a time integration algorithm is the HHT integrator as presented in [30,31]. Therefore, the system's Jacobian must be computed, and the following system of equations must be solved:…”
Section: Contact and Friction Forces In The Framework Of Mbsmentioning
confidence: 99%
“…One possibility for the numerical implementation is to apply a time integration algorithm to the full system of differential algebraic equations. An example for such a time integration algorithm is the HHT integrator as presented in [30,31]. Therefore, the system's Jacobian must be computed, and the following system of equations must be solved:…”
Section: Contact and Friction Forces In The Framework Of Mbsmentioning
confidence: 99%
“…Implicit algorithms, which are unconditionally stable, are commonly preferred over explicit algorithms, which are generally limited by their intrinsic stability limit. Shing et al [15] developed an implicit algorithm based on the implicit algorithm by Hilber et al [16]. In this algorithm, a parameter was induced to control the value of the incremental displacement at each sub-step such that overshooting of the imposed displacement can be avoided.…”
Section: Introductionmentioning
confidence: 99%
“…Time-integration effects were considered to be an efficient remedy to prevent the solution from diverging in the vicinity of a bifurcation point. The HHT time integration method (named after the authors' surnames (Hilber et al, 1977)) was used for providing numerical damping in the higher frequency modes. At each time step, the Newton-Raphson iterative process (enhanced with the "Line Search" Method) was performed to solve the non-linear equations.…”
mentioning
confidence: 99%