Complex-time-step methods for transient analysis
From MaRDI portal
Publication:3835894
DOI<1253::AID-NME753>3.0.CO;2-S 10.1002/(SICI)1097-0207(19991120)46:8<1253::AID-NME753>3.0.CO;2-SzbMath0951.74079OpenAlexW2082139169MaRDI QIDQ3835894
Publication date: 2 January 2001
Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19991120)46:8<1253::aid-nme753>3.0.co;2-s
Padé approximationstheta-methodhigher-order algorithmstransient analysisinterpolation procedureunconditionally stable time step integration algorithmssub-step locationsamplification factorsexcitation modification
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (9)
Solving non-linear problems by complex time step methods ⋮ Solving initial value problems by differential quadrature method?part 1: first-order equations ⋮ On the equivalence of the time domain differential quadrature method and the dissipative Runge-Kutta collocation method ⋮ A time integration algorithm for linear transient analysis based on the reproducing kernel method ⋮ Third order complex-time-step methods for transient analysis ⋮ The time dimension: A theory towards the evolution, classification, characterization and design of computational algorithms for transient/dynamic applications ⋮ Construction of Higher-Order Accurate Time-Step Integration Algorithms by Equal-Order Polynomial Projection ⋮ Unconditionally stable higher-order accurate collocation time-step integration algorithms for first-order equations ⋮ The Nørsett time integration methodology for finite element transient analysis
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- hp-version finite elements for the space-time domain
- Higher order methods for transient diffusion analysis
- A general framework for interpreting time finite element formulations
- Unconditionally stable higher-order Newmark methods by sub-stepping procedure
- A unified set of single-step asymptotic annihilation algorithms for structural dynamics
- Extrapolated Galerkin time finite elements
- Time finite element methods for structural dynamics
- High‐order hierarchical A‐ and L‐stable integration methods
- THIRD-ORDER TIME-STEP INTEGRATION METHODS WITH CONTROLLABLE NUMERICAL DISSIPATION
- One-step methods of hermite type for numerical integration of stiff systems
This page was built for publication: Complex-time-step methods for transient analysis