Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Computational Mechanics
Reference41 articles.
1. H. P. Shao, and C. W. Cai, A three parameters algorithm for numerical integration of structural dynamic equations (in Chinese), Chin. J. Appl. Mech. 5, 76 (1988).
2. J. Chung, and G. M. Hulbert, A time integration algorithm for structural dynamics with improved numerical dissipation: the Generalized-α method, J. Appl. Mech. 60, 371 (1993).
3. H. M. Hilber, T. J. R. Hughes, and R. L. Taylor, Improved numerical dissipation for time integration algorithms in structural dynamics, Earthquake Engng. Struct. Dyn. 5, 283 (1977).
4. W. L. Wood, M. Bossak, and O. C. Zienkiewicz, An alpha modification of Newmark’s method, Int. J. Numer. Meth. Engng. 15, 1562 (1980).
5. H. Zhang, and Y. Xing, A three-parameter single-step time integration method for structural dynamic analysis, Acta Mech. Sin. 35, 112 (2019).
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