Limitations on linear multistep methods for structural dynamics
Author:
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference15 articles.
1. Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics
2. A Method of Computation for Structural Dynamics
3. Improved numerical dissipation for time integration algorithms in structural dynamics
4. An alpha modification of Newmark's method
5. A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme
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3. A‐stable linear two‐step time integration methods with consistent starting and their equivalent single‐step methods in structural dynamics analysis;International Journal for Numerical Methods in Engineering;2021-02-16
4. An improved sub-step time-marching procedure for linear and nonlinear dynamics with high-order accuracy and high-efficient energy conservation;Applied Mathematical Modelling;2021-02
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