Pages that link to "Item:Q3707280"
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The following pages link to A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme (Q3707280):
Displaying 33 items.
- Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI (shear) model (Q399586) (← links)
- Modelling of diffuse failure mechanisms of catastrophic landslides (Q704506) (← links)
- Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics (Q1090120) (← links)
- A computational procedure for interaction of high-speed vehicles on flexible structures without assuming known vehicle nominal motion (Q1263381) (← links)
- Application of the digital signal processing methodology (DSPM) for the design of time integration formulae (Q1346078) (← links)
- The generalized method for structural dynamics applications. (Q1402035) (← links)
- A new stabilized enhanced strain element with equal order of interpolation for soil consolidation problems. (Q1424444) (← links)
- Mixed finite element method for static and dynamic contact problems with friction and initial gaps (Q1718457) (← links)
- A family of single-step Houbolt time integration algorithms for structural dynamics (Q1913149) (← links)
- Extrapolated Galerkin time finite elements (Q1914982) (← links)
- Modified differential transformation method for solving nonlinear dynamic problems (Q2290216) (← links)
- An alternative to the Bathe algorithm (Q2310536) (← links)
- Application of level-set approach to moving interfaces and free surface problems in flow through porous media (Q2495555) (← links)
- Finite element simulations of seismic effects on retaining walls with liquefiable backfills (Q2856355) (← links)
- Computational geomechanics: the heritage of Olek Zienkiewicz (Q2894755) (← links)
- Time Integration Method Based on Discrete Transfer Function (Q2972501) (← links)
- A unified set of single step algorithms. Part 4: Backward error analysis applied to the solution of the dynamic vibration equation (Q3028233) (← links)
- A simple local error estimator and an adaptive time-stepping procedure for direct integration method in dynamic analysis (Q3136800) (← links)
- Comparison between continuous and discrete frequency domain solution methods for structural steady state calculations with the finite element method (Q3182833) (← links)
- A unified set of single step algorithms. Part 1: General formulation and applications (Q3221295) (← links)
- A unified set of single step algorithms. Part 2: Theory (Q3221296) (← links)
- A further look at Newmark, Houbolt, etc., time-stepping formulae (Q3319898) (← links)
- A technique for time integration analysis with steps larger than the excitation steps (Q3546219) (← links)
- Asymptotic upper bounds for the errors of Richardson extrapolation with practical application in approximate computations (Q3649898) (← links)
- Comparison of some single-step methods for the numerical solution of the structural dynamic equation (Q3687863) (← links)
- On matching the SSpj AND GNpj algorithms (Q3753401) (← links)
- Energy-conserving and decaying algorithms in nonlinear structural dynamics (Q4269570) (← links)
- \(p\)-adaptivity in the time domain using \(MV_{pq}\) multivalue time-marching integrators (Q4362124) (← links)
- An improved algorithm for nonlinear dynamic systems based on Wilson-\(\theta \) and Newmark-\(\beta \) method (Q4574533) (← links)
- Numerical time integration for dynamic analysis using a new higher order predictor‐corrector method (Q4908090) (← links)
- A unified starting procedure for the Houbolt method (Q5438228) (← links)
- Optimized Gauss-Legendre-Hermite 2-point (O-GLH-2P) method for nonlinear time-history analysis of structures (Q6125352) (← links)
- Accuracy of a composite implicit time integration scheme for structural dynamics (Q6565261) (← links)
