The following pages link to On One-Leg Multistep Methods (Q3311605):
Displaying 24 items.
- Derivation of finite difference methods by interpolation and collocation (Q467940) (← links)
- Convergence of linear multistep and one-leg methods for stiff nonlinear initial value problems (Q758135) (← links)
- One-leg variable-coefficient formulas for ordinary differential equations and local-global step size control (Q857860) (← links)
- A multi-purpose system for the numerical integration of ODE's (Q1124286) (← links)
- The Tau method as an analytic tool in the discussion of equivalence results across numerical methods (Q1265396) (← links)
- Modeling and velocity stabilization of constrained mechanical systems (Q1347071) (← links)
- Stiff ODE solvers: A review of current and coming attractions (Q1819899) (← links)
- Convergence of multistep discretizations of DAEs (Q1899928) (← links)
- Stabilized multistep methods for index 2 Euler-Lagrange DAEs (Q1913581) (← links)
- One-leg methods for nonlinear stiff fractional differential equations with Caputo derivatives (Q2008857) (← links)
- Refactorization of a variable step, unconditionally stable method of Dahlquist, Liniger and Nevanlinna (Q2060846) (← links)
- Refactorization of the midpoint rule (Q2186748) (← links)
- Linear multistep methods as irreducible general linear methods (Q2492730) (← links)
- Local error estimation for multistep collocation methods (Q2638733) (← links)
- G-stability is equivalent toA-stability (Q3048170) (← links)
- Superconvergence for Multistep Collocation (Q3806702) (← links)
- A Variable Stepsize, Variable Order Family of Low Complexity (Q4997397) (← links)
- (Q5074963) (← links)
- Conservation of integrals and symplectic structure in the integration of differential equations by multistep methods (Q5896696) (← links)
- Conservation of integrals and symplectic structure in the integration of differential equations by multistep methods (Q5916353) (← links)
- Analysis of the variable step method of Dahlquist, Liniger and Nevanlinna for fluid flow (Q6069465) (← links)
- Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: accuracy analysis based on an analytical framework (Q6118566) (← links)
- A-stable linear two-step time integration methods with consistent starting and their equivalent single-step methods in structural dynamics analysis (Q6553943) (← links)
- A critical review/look at ``Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: accuracy analysis based on an analytical framework'' (Q6609784) (← links)
