Time Integration Method Based on Discrete Transfer Function
From MaRDI portal
Publication:2972501
DOI10.1142/S0219455415500091zbMath1359.74440OpenAlexW2109117739MaRDI QIDQ2972501
No author found.
Publication date: 7 April 2017
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455415500091
unconditional stabilityaccuracystructural dynamicsexplicit time integrationdiscrete transfer function
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)
Related Items
Two third-order explicit integration algorithms with controllable numerical dissipation for second-order nonlinear dynamics, On designing and developing single‐step second‐order implicit methods with dissipation control and zero‐order overshoots via subsidiary variables, Application of Weight Functions in Nonlinear Analysis of Structural Dynamics Problems, A New Explicit Time Integration Scheme for Nonlinear Dynamic Analysis, A family of second-order fully explicit time integration schemes, Modified differential transformation method for solving nonlinear dynamic problems, Structure-dependent improved Wilson-\(\theta\) method with higher order of accuracy and controllable amplitude decay, Noniterative Integration Algorithms with Controllable Numerical Dissipations for Structural Dynamics, A Comparative Study of Two Families of Higher-Order Accurate Time Integration Algorithms
Cites Work
- Unnamed Item
- Unnamed Item
- Comparative study of numerical explicit time integration algorithms
- A FAST AND ACCURATE STEP-BY-STEP SOLUTION PROCEDURE FOR DIRECT INTEGRATION
- Improving stability domains of the implicit higher order accuracy method
- A NEW EXPLICIT TIME INTEGRATION METHOD FOR STRUCTURAL DYNAMICS
- Comparisons of Structure-Dependent Explicit Methods for Time Integration
- Asymptotic upper bounds for the errors of Richardson extrapolation with practical application in approximate computations
- A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme
- An alpha modification of Newmark's method
- A new family of explicit time integration methods for linear and non‐linear structural dynamics
- Numerical time integration for dynamic analysis using a new higher order predictor‐corrector method
- A unified starting procedure for the Houbolt method