On the equivalence of alternative finite element schemes in the time domain-Reference-Cited by-同舟云学术

On the equivalence of alternative finite element schemes in the time domain

Published:1986-03 Issue:1 Volume:3 Page:45-60
ISSN:0264-682X
Container-title:Engineering Analysis
language:en
Short-container-title:Engineering Analysis

Author:

Karamanlidis Dimitrios

Publisher

Elsevier BV

Subject

General Engineering

Reference16 articles.

1. Evaluation of numerical integration methods in elastodynamics;Goudreau;Comp. Meth. Appl. Mech. Engng.,1972

2. A precis of developments in computational methods for transient analysis;Hughes;J. Appl. Mech.,1983

3. Direct integration methods in structural dynamics;Nickell;J. Engng. Mech. Div., ASCE,1973

4. Hughes, T. J. R. Analysis of transient algorithms with particular reference to stability behavior, in Belytschko and Hughes (eds.) Computational Methods for Transient Analysis

5. Improved numerical dissipation for time integration algorithms in structural dynamics;Hilber;Earthquake Engng. Struct. Dyn.,1977

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1. An unconditionally stable time-stepping procedure with algorithmic damping: a weighted integral approach using two general weight functions;Earthquake Engineering & Structural Dynamics;1999-11

2. A weighted residual development of a time-stepping algorithm for structural dynamics using two general weight functions;International Journal for Numerical Methods in Engineering;1998-05-15

3. A TIME-STEPPING PROCEDURE FOR STRUCTURAL DYNAMICS USING GAUSS POINT COLLOCATION;International Journal for Numerical Methods in Engineering;1996-12-15

4. The temporal finite element method in structural dynamics;Computers & Structures;1991-01

5. The linear acceleration time integration method revisited;Journal of Sound and Vibration;1987-06