Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics

Author:

Hoff C.,Pahl P.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference19 articles.

1. A new look at the Newmark, Houbolt and other time stepping formulas. A weighted residual approach;Zienkiewicz;Earthquake Engrg. Structural Dynamics,1977

2. On the Zienkiewicz four-time-level scheme for the numerical integration of vibration problems;Wood;Internat. J. Numer. Meths. Engrg.,1977

3. An alternative single-step algorithm for dynamic problems;Zienkiewicz;Earthquake Engrg. and Structural Dynamics,1980

4. A further look at Newmark, Houbolt, etc. time-stepping formulae;Wood;Internat. J. Numer. Meths. Engrg.,1984

5. A unified set of single-step algorithms. Part 1: General formulation and applications;Zienkiewicz;Internat. J. Numer. Meths. Engrg.,1984

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