Insight into an implicit time integration scheme for structural dynamics
By Klaus-Jürgen Bathe, Gunwoo Noh. 2012
278 citations recorded by the source corpus.
Subfields: Computational Mechanics, Numerical Analysis
View Paper: https://www.semanticscholar.org/paper/ec6563b3274b5381369c8dffeb03b6d1a81cf84e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Seounghyun Ham
- Gunwoo Noh
- Klaus-Jürgen Bathe
- Yinghua Liu
- Chennakesava Kadapa
- Djordje Peric
- Wulf G. Dettmer
- Jie Zhang
In Numerical Analysis
- Gunwoo Noh
- Seounghyun Ham
- Klaus-Jürgen Bathe
- Jie Zhang
- Donghuan Liu
- Yinghua Liu
- Chennakesava Kadapa
- Djordje Peric
Citations in the corpus
- An extensive review of vibration modelling of rolling element bearings with localised and extended defects (2015, background): “These schemes include implicit [256–263] and explicit [261, 264–274] time integration methods.”
- The Bathe time integration method with controllable spectral radius: The ρ∞-Bathe method (2019, background): “[19,1] for comments on the importance of the problem.”
- Performance of an implicit time integration scheme in the analysis of wave propagations (2013, methodology): “3, where T is the wave period, are in essence discarded in the numerical solution due to numerical damping [3].”
- Accuracy of a composite implicit time integration scheme for structural dynamics (2017, methodology): “It should be mentioned that, for the optimized algorithm in the generalized two sub-steps composite schemes, that is, the Bathe method, some results about the dissipation and dispersion of this algorithm had already been given in [20, 22, 23, 31], while a more comprehensive investigation is shown la”
- An explicit time integration scheme for the analysis of wave propagations (2013, background): “3, maintaining high accuracy in the low frequencies so that surprisingly accurate solutions are obtained [6,31].”
- On the advantages of using the first-order generalised-alpha scheme for structural dynamic problems (2017, methodology): “Three DOF stiff-flexible spring problem This example, adopted from Bathe and Noh [34], is shown in Fig .”