Pages that link to "Item:Q612333"
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The following pages link to A time integral formulation and algorithm for structural dynamics with nonlinear stiffness (Q612333):
Displaying 12 items.
- Explicit time integration algorithms for structural dynamics with optimal numerical dissipation (Q1365625) (← links)
- A family of single-step Houbolt time integration algorithms for structural dynamics (Q1913149) (← links)
- Relaxed representations and improving stability in time-stepping analysis of three-dimensional structural nonlinear dynamics (Q1928963) (← links)
- Enhanced studies on the composite sub-step algorithm for structural dynamics: the Bathe-like algorithm (Q1988920) (← links)
- A Newmark space-time formulation in structural dynamics (Q2039072) (← links)
- A generalized formulation of time integration methods for nonlinear dynamic analysis of hysteretic mechanical systems (Q2080444) (← links)
- Algorithms by design: A new normalized time-weighted residual methodology and design of a family of energy-momentum conserving algorithms for non-linear structural dynamics (Q3649845) (← links)
- Non-linear dynamic substructure analysis using direct integration of steady-state solution (Q3826207) (← links)
- A-scalability and an integrated computational technology and framework for non-linear structural dynamics. Part 1: Theoretical developments and parallel formulations (Q4462878) (← links)
- Optimized Gauss-Legendre-Hermite 2-point (O-GLH-2P) method for nonlinear time-history analysis of structures (Q6125352) (← links)
- A-stable two-step time integration methods with controllable numerical dissipation for structural dynamics (Q6495599) (← links)
- Accuracy of a composite implicit time integration scheme for structural dynamics (Q6565261) (← links)
