Pages that link to "Item:Q2709654"

The following pages link to Multi-time-step explicit-implicit method for non-linear structural dynamics (Q2709654):

Displaying 44 items.

• Convergence and stability analysis of heterogeneous time step coupling schemes for parabolic problems (Q2402570) (← links)
• Multi-time-step domain decomposition and coupling methods for nonlinear parabolic problems (Q2422929) (← links)
• An unstructured finite volume time domain method for structural dynamics (Q2428874) (← links)
• A coupling strategy for adaptive local refinement in space and time with a fixed global model in explicit dynamics (Q2512439) (← links)
• Comparison of conservative and consistent approaches for the coupling of non-matching meshes (Q2638054) (← links)
• An improved adaptive formulation for explicit analyses of wave propagation models considering locally-defined self-adjustable time-integration parameters (Q2674075) (← links)
• An enhanced explicit-implicit time-marching formulation based on fully-adaptive time-integration parameters (Q2679463) (← links)
• Novel partitioned time integration methods for DAE systems based on L-stable linearly implicit algorithms (Q2894793) (← links)
• A domain decomposition method for concurrent coupling of multiscale models (Q2952137) (← links)
• A domain decomposition technique applied to the solution of the coupled electro-mechanical problem (Q2952157) (← links)
• An explicit time integration method for structural dynamics using septuple B-spline functions (Q2952425) (← links)
• A fast weakly intrusive multiscale method in explicit dynamics (Q2952589) (← links)
• Heterogeneous asynchronous time integrators for computational structural dynamics (Q2952676) (← links)
• Multi-time-step domain coupling method with energy control (Q3062567) (← links)
• Implementation and accuracy of mixed-time implicit-explicit methods for structural dynamics (Q3335143) (← links)
• An Optimized Explicit–Implicit Time-Marching Formulation for Dynamic Analysis (Q3383896) (← links)
• Radial Basis Functions for Interface Interpolation and Mesh Deformation (Q3404521) (← links)
• Binary spatial partitioning of the central-difference time integration scheme for explicit fast transient dynamics (Q3549815) (← links)
• Study on sub-cycling for flexible multi-body dynamics based on Newmark method (Q3590362) (← links)
• Convergence analysis of a parallel interfield method for heterogeneous simulations with dynamic substructuring (Q3590397) (← links)
• Asynchronous multi-domain variational integrators for non-linear problems (Q3590461) (← links)
• A local multigrid X-FEM strategy for 3-D crack propagation (Q3614725) (← links)
• A FETI-based domain decomposition technique for time-dependent first-order systems based on a DAE approach (Q3619768) (← links)
• A TIME-STEPPING PROCEDURE FOR STRUCTURAL DYNAMICS USING GAUSS POINT COLLOCATION (Q4355304) (← links)
• Multi-time-step and two-scale domain decomposition method for non-linear structural dynamics (Q4446838) (← links)
• A Simple Explicit–Implicit Time-Marching Technique for Wave Propagation Analysis (Q4557749) (← links)
• Concurrent Multi-Domain Simulations in Structural Dynamics Using Multiple Grid and Multiple Time-Scale (MGMT) Method (Q4563148) (← links)
• Two Efficient Time-Marching Explicit Procedures Considering Spatially/Temporally-Defined Adaptive Time-Integrators (Q5061650) (← links)
• Wave filtering through a selective perfectly matched layer in multiscale couplings with dynamically incompatible models (Q5283138) (← links)
• (Q5371344) (← links)
• A partitioned combined computational method for multi‐scale dynamic systems (Q6082551) (← links)
• Displacement‐based partitioned equations of motion for structures: Formulation and proof‐of‐concept applications (Q6082639) (← links)
• Explicit synchronous partitioned scheme for coupled reduced order models based on composite reduced bases (Q6147057) (← links)
• A new procedure for nonlinear dynamic analysis of structures under seismic loading based on equivalent nodal secant stiffness (Q6493008) (← links)
• A general mass lumping scheme for the variants of the extended finite element method (Q6497773) (← links)
• A concurrent two-scale coupling for wave propagation using direct solution schemes with explicit time integration (Q6554008) (← links)
• A model/solution-adaptive explicit-implicit time-marching technique for wave propagation analysis (Q6554158) (← links)
• Explicit multistep time integration for discontinuous elastic stress wave propagation in heterogeneous solids (Q6555380) (← links)
• Multi-model Arlequin method for transient structural dynamics with explicit time integration (Q6557574) (← links)
• Nonlinear heterogeneous dynamic substructuring and partitioned FETI time integration for the development of low-discrepancy simulation models (Q6557580) (← links)
• Reflection error analysis for wave propagation problems solved by a heterogeneous asynchronous time integrator (Q6569294) (← links)
• A hybrid Lagrangian-Eulerian particle finite element method for free-surface and fluid-structure interaction problems (Q6569937) (← links)
• An isogemetric analysis formulation for the dynamics of geometrically exact viscoelastic beams and beam systems with arbitrarily curved initial geometry (Q6609771) (← links)
• A fully explicit isogeometric collocation formulation for the dynamics of geometrically exact beams (Q6609797) (← links)