Pages that link to "Item:Q1376128"
From MaRDI portal
The following pages link to Unconditionally stable higher-order Newmark methods by sub-stepping procedure (Q1376128):
Displaying 25 items.
- A time integration algorithm for linear transient analysis based on the reproducing kernel method (Q660387) (← links)
- Domain decomposition method for dynamic faulting under slip-dependent friction (Q703704) (← links)
- An efficient hybrid time-Laplace domain method for elastodynamic analysis based on the explicit Green's approach (Q837833) (← links)
- Generalized high-order accurate Newmark method for head-disk interface dynamics in magnetic recording technology (Q1274338) (← links)
- The subcycled Newmark algorithm (Q1365790) (← links)
- From the trapezoidal rule to higher-order accurate and unconditionally stable time-integration method for structural dynamics (Q1387959) (← links)
- A general framework for conservative single-step time-integration schemes with higher-order accuracy for a central-force system. (Q1420937) (← links)
- A simple and effective new family of time marching procedures for dynamics (Q1667501) (← links)
- Unconditionally stable higher-order accurate collocation time-step integration algorithms for first-order equations (Q1841038) (← links)
- The Nørsett time integration methodology for finite element transient analysis (Q1858470) (← links)
- Directly self-starting higher-order implicit integration algorithms with flexible dissipation control for structural dynamics (Q2072430) (← links)
- A novel family of explicit time marching techniques for structural dynamics and wave propagation models (Q2308694) (← links)
- An unusual amplitude growth property and its remedy for structure-dependent integration methods (Q2310221) (← links)
- Schwarz method for earthquake source dynamics (Q2427319) (← links)
- Explicit time-domain approaches based on numerical Green's functions computed by finite differences the ExGa family (Q2462495) (← links)
- On a fourth-order FEA multistep time integration method for lightly damped media (Q2498148) (← links)
- Improving stability domains of the implicit higher order accuracy method (Q2894846) (← links)
- Accuracy of one-step integration schemes for damped/forced linear structural dynamics (Q2952524) (← links)
- Complex-time-step methods for transient analysis (Q3835894) (← links)
- UNCONDITIONALLY STABLE HIGHER-ORDER ACCURATE HERMITIAN TIME FINITE ELEMENTS (Q4344901) (← links)
- Complex-time-step Newmark methods with controllable numerical dissipation (Q4398047) (← links)
- Unconditionally energy stable implicit time integration: Application to multibody system analysis and design (Q4493860) (← links)
- On the Accuracy of Galerkin Methods in the Time Domain (Q4515003) (← links)
- Solving non-linear problems by complex time step methods (Q4537595) (← links)
- Third order complex-time-step methods for transient analysis (Q5930705) (← links)
