Pages that link to "Item:Q969319"
From MaRDI portal
The following pages link to Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method (Q969319):
Displaying 20 items.
- Practical performance of the \(\theta _ 1\)-method and comparison with other dissipative algorithms in structural dynamics (Q1090157) (← links)
- A simple and effective new family of time marching procedures for dynamics (Q1667501) (← links)
- An adaptive semi-explicit/explicit time marching technique for nonlinear dynamics (Q1988163) (← links)
- A multi-level explicit time-marching procedure for structural dynamics and wave propagation models (Q2022077) (← links)
- A novel time-marching formulation for wave propagation analysis: the adaptive hybrid explicit method (Q2184483) (← links)
- A novel single-step explicit time-marching procedure with improved dissipative, dispersive and stability properties (Q2246263) (← links)
- An implicit family of time marching procedures with adaptive dissipation control (Q2289345) (← links)
- A novel family of explicit time marching techniques for structural dynamics and wave propagation models (Q2308694) (← links)
- An enhanced explicit time-marching technique for wave propagation analysis considering adaptive time integrators (Q2309361) (← links)
- An unusual amplitude growth property and its remedy for structure-dependent integration methods (Q2310221) (← links)
- Real-time processing of streaming big data (Q2362229) (← links)
- An explicit time integration method for structural dynamics using septuple B-spline functions (Q2952425) (← links)
- An explicit family of time marching procedures with adaptive dissipation control (Q2952566) (← links)
- Extension of LMS formulations for L-stable optimal integration methods with U0–V0 overshoot properties in structural dynamics: the level-symmetric (LS) integration methods (Q3588004) (← links)
- A Simple Explicit–Implicit Time-Marching Technique for Wave Propagation Analysis (Q4557749) (← links)
- Two Efficient Time-Marching Explicit Procedures Considering Spatially/Temporally-Defined Adaptive Time-Integrators (Q5061650) (← links)
- On designing and developing single‐step second‐order implicit methods with dissipation control and zero‐order overshoots via subsidiary variables (Q6082632) (← links)
- An eigen-based theory for structure-dependent integration methods for nonlinear dynamic analysis (Q6491605) (← links)
- A model/solution-adaptive explicit-implicit time-marching technique for wave propagation analysis (Q6554158) (← links)
- A simple and effective single-step time marching technique based on adaptive time integrators (Q6565205) (← links)
