Pages that link to "Item:Q1142640"
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The following pages link to A variable-step central difference method for structural dynamics analysis. II. Implementation and performance evaluation (Q1142640):
Displaying 12 items.
- Mass matrix templates: general description and 1D examples (Q338717) (← links)
- An automatic time-stepping algorithm for dynamic problems (Q797039) (← links)
- Solution algorithms for nonlinear transient heat conduction analysis employing element-by-element iterative strategies (Q1067505) (← links)
- A variable-step central difference method for structural dynamics analysis. I. Theoretical aspects (Q1142639) (← links)
- Computer implementation aspects for fluid structure interaction problems (Q1161355) (← links)
- Behaviour in the large of numerical solutions to one-dimensional nonlinear viscoelasticity by continuous time Galerkin methods (Q1205099) (← links)
- Direct time integration methods in nonlinear structural dynamics (Q1256340) (← links)
- Automatic time step control algorithms for structural dynamics. (Q1578683) (← links)
- Reducing spurious oscillations in discontinuous wave propagation simulation using high-order finite elements (Q2006460) (← links)
- An explicit predictor/multicorrector time marching with automatic adaptivity for finite-strain elastodynamics (Q2099755) (← links)
- An adaptive time integration strategy based on displacement history curvature (Q2952216) (← links)
- A simple local error estimator and an adaptive time-stepping procedure for direct integration method in dynamic analysis (Q3136800) (← links)
