Pages that link to "Item:Q4326299"

The following pages link to A new family of explicit time integration methods for linear and non‐linear structural dynamics (Q4326299):

Displaying 50 items.

• On the use of some numerical damping methods of spurious oscillations in the case of elastic wave propagation (Q366653) (← links)
• A new simple method of implicit time integration for dynamic problems of engineering structures (Q612371) (← links)
• Improved quadratic isogeometric element simulation of one-dimensional elastic wave propagation with central difference method (Q725132) (← links)
• Viscous nonlinearity in central difference and Newmark integration schemes (Q846088) (← links)
• A wavelet-based approach for vibration analysis of framed structures (Q902522) (← links)
• Probabilistic and fuzzy arithmetic approaches for the treatment of uncertainties in the installation of torpedo piles (Q1023245) (← links)
• Explicit time integration algorithms for structural dynamics with optimal numerical dissipation (Q1365625) (← links)
• An efficient time/frequency domain algorithm for modal analysis of non-linear models discretized by the FEM. (Q1420948) (← links)
• A simple and effective new family of time marching procedures for dynamics (Q1667501) (← links)
• A family of single-step Houbolt time integration algorithms for structural dynamics (Q1913149) (← links)
• Alternative integration methods for problems in structural dynamics (Q1913255) (← links)
• A parabolic acceleration time integration method for structural dynamics using quartic B-spline functions (Q1930721) (← links)
• Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa-Wielgosz scheme (Q1933472) (← links)
• A family of second-order fully explicit time integration schemes (Q1993625) (← links)
• Improved second-order unconditionally stable schemes of linear multi-step and equivalent single-step integration methods (Q2033632) (← links)
• A Newmark space-time formulation in structural dynamics (Q2039072) (← links)
• Explicit high-order generalized-\(\alpha\) methods for isogeometric analysis of structural dynamics (Q2072458) (← links)
• A generalized formulation of time integration methods for nonlinear dynamic analysis of hysteretic mechanical systems (Q2080444) (← links)
• On second-order \(s\)-sub-step explicit algorithms with controllable dissipation and adjustable bifurcation point for second-order hyperbolic problems (Q2102627) (← links)
• A novel sub-step explicit time integration method based on cubic B-spline interpolation for linear and nonlinear dynamics (Q2107165) (← links)
• A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics (Q2110047) (← links)
• Two third-order explicit integration algorithms with controllable numerical dissipation for second-order nonlinear dynamics (Q2142147) (← links)
• Billion degree of freedom granular dynamics simulation on commodity hardware via heterogeneous data-type representation (Q2222037) (← links)
• A novel semi-implicit scheme for elastodynamics and wave propagation in nearly and truly incompressible solids (Q2234263) (← links)
• An improved quartic B-spline based explicit time integration algorithm for structural dynamics (Q2236324) (← links)
• An improved higher-order explicit time integration method with momentum corrector for linear and nonlinear dynamics (Q2247358) (← 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)
• A quartic B-spline based explicit time integration scheme for structural dynamics with controllable numerical dissipation (Q2360360) (← links)
• An improved time integration scheme based on uniform cubic B-splines and its application in structural dynamics (Q2363876) (← links)
• Explicit time-domain approaches based on numerical Green's functions computed by finite differences the ExGa family (Q2462495) (← links)
• Numerical analysis of dynamic problems: an alternative integration (Q2572007) (← links)
• A suite of second-order composite sub-step explicit algorithms with controllable numerical dissipation and maximal stability bounds (Q2692017) (← links)
• Multi-time-step explicit-implicit method for non-linear structural dynamics (Q2709654) (← links)
• Enhanced integral form of the Newmark time stepping scheme for pseudodynamic testing. (Q2739102) (← links)
• An adaptive time integration strategy based on displacement history curvature (Q2952216) (← links)
• An explicit time integration method for structural dynamics using septuple B-spline functions (Q2952425) (← links)
• Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm (Q2952960) (← links)
• Time Integration Method Based on Discrete Transfer Function (Q2972501) (← links)
• A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods (Q3481311) (← links)
• An explicit method with improved stability property (Q3617477) (← links)
• Asymptotic upper bounds for the errors of Richardson extrapolation with practical application in approximate computations (Q3649898) (← links)
• A class of ebe time integration algorithms for transient finite element structural dynamical analysis (Q4229574) (← links)
• Multi-time-step and two-scale domain decomposition method for non-linear structural dynamics (Q4446838) (← links)
• A novel non-linearly explicit second-order accurate L-stable methodology for finite deformation: hypoelastic/hypoelasto-plastic structural dynamics problems (Q4462913) (← links)
• (Q4500125) (← links)
• Higher derivative explicit one step methods for non‐linear dynamic problems. Part II: Practical calculations and comparisons with other higher order methods (Q5202387) (← links)
• Stability Analysis of Smoothed Finite Element Methods with Explicit Method for Transient Heat Transfer Problems (Q5241388) (← links)
• A family of noniterative integration methods with desired numerical dissipation (Q5246807) (← links)
• Explicit dynamics of shells with a flat‐facet triangular finite element (Q6092293) (← links)