A direct integration method for analysis of a certain class of non-linear dynamic problems
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanical Engineering
Link
http://link.springer.com/content/pdf/10.1007/BF00536554.pdf
Reference30 articles.
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3. Nickell, R. E.: Direct Integration Methods in Structural Dynamics. J. Eng. Mech. Div., ASCE 99 (1973) 303?317
4. Bathe, K. J.; Wilson, E. L.: Stability and Accuracy Analysis of Direct Integration Methods. Earthquake Eng. Struct. Dyn. 1 (1973) 283?291
5. Argyris, J. H.; Dunne, P. C.; Angelopoulos, T.: Dynamic Response by Large Step Integration. Earthquake Eng. Struct. Dyn. 2 (1973) 185?203
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1. Higher derivative explicit one step methods for non-linear dynamic problems. Part II: Practical calculations and comparisons with other higher order methods;International Journal for Numerical Methods in Engineering;1990-02
2. Higher derivative explicit one step methods for non-linear dynamic problems. Part I: Design and theory;International Journal for Numerical Methods in Engineering;1990-02
3. Practical performance of the and comparison with other dissipative algorithms in structural dynamics;Computer Methods in Applied Mechanics and Engineering;1988-03
4. DALS—computer language for teaching single-degree-of-freedom dynamic analysis;Computers & Structures;1986-01
5. The methods of Gellert and of Brusa and Nigro are Padé approximant methods;International Journal for Numerical Methods in Engineering;1984-07
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