On the use of an high order perturbation method for numerical time integration in structural dynamics.-Reference-Cited by-同舟云学术

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On the use of an high order perturbation method for numerical time integration in structural dynamics.

Published:2023-06-19 Issue:G2 Volume:351 Page:227-245
ISSN:1873-7234
Container-title:Comptes Rendus. Mécanique
language:en
Short-container-title:

Author:

Claude Bertille,Girault Grégory,Leblé Bruno,Cadou Jean-Marc

Publisher

Cellule MathDoc/CEDRAM

Subject

Mechanics of Materials,General Materials Science

Link

https://comptes-rendus.academie-sciences.fr/mecanique/item/10.5802/crmeca.195.pdf

Reference51 articles.

1. A method of computation for structural dynamics;Newmark, Nathan M.;J. Eng. Mech. Div.,1959

2. Analysis of transient algorithms with particular reference to stability behavior;Hughes, Thomas J. R.;Computational methods for transient analysis,1983

3. A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized- $α$ method;Chung, Jintai;J. Appl. Mech.,1993

4. [4] Géradin, Michel; Rixen, Daniel J. Mechanical vibrations: Theory and Application to Structural Dynamics, John Wiley & Sons, 2014

5. Energy-conserving and decaying algorithms in non–linear structural dynamics;Kuhl, Detlef;Int. J. Numer. Methods Eng.,1999

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