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An unconditionally stable finite element analysis for nonlinear structures

โœ Scribed by Stanley Klein; David M. Trujillo


Publisher
Elsevier Science
Year
1983
Tongue
English
Weight
820 KB
Volume
16
Category
Article
ISSN
0045-7949

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๐Ÿ“œ SIMILAR VOLUMES


An unconditionally stable explicit algor
โœ D. M. Trujillo ๐Ÿ“‚ Article ๐Ÿ“… 1977 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 656 KB

## Abstract This paper presents an unconditionally stable explicit algorithm for the direct integration of the structural dynamic equations of motion. The algorithm is restricted to a diagonal mass matrix and positive definite symmetric stiffness and damping matrices. The algorithm is based on spli