An L-stable Rosenbrock method for step-by-step time integration in structural dynamics
✍ Scribed by Robert Piché
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 842 KB
- Volume
- 126
- Category
- Article
- ISSN
- 0045-7825
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
In this paper, a precise time-step integration method for dynamic problems is presented. The second-order differential equations for dynamic problems are manipulated directly. A general damping matrix is considered. The transient responses are expressed in terms of the steady-state responses, the gi
A simple (I posteriori local error estimator for time discretization in structural dynamic analysis is presented. It is derived from the difference of the solutions between an ordinary integration method (the Newmark scheme) and another higher-order one which assumes that the derivatives of accelera