Pages that link to "Item:Q3221296"

The following pages link to A unified set of single step algorithms. Part 2: Theory (Q3221296):

Displaying 27 items.

• Mixed finite element solution of time-dependent problems (Q995323) (← links)
• Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics (Q1090120) (← links)
• Computational algorithms for transient analysis: The burden of weight and consequences towards formalizing discrete numerically assigned [DNA] algorithmic markers: \(W_p\)-family (Q1387970) (← links)
• \(C^1\)-conforming variational discretization of the biharmonic wave equation (Q2159876) (← links)
• Modified differential transformation method for solving nonlinear dynamic problems (Q2290216) (← links)
• An overview and recent advances in vector and scalar formalisms: space/time discretizations in computational dynamics -- a unified approach (Q2443843) (← links)
• Formulation and analysis of variational methods for time integration of linear elastodynamics (Q2564585) (← links)
• A theory of development and design of generalized integration operators for computational structural dynamics (Q2709678) (← links)
• Finite elements in space and time for the analysis of generalised visco-elastic materials (Q2952416) (← links)
• Accuracy of one-step integration schemes for damped/forced linear structural dynamics (Q2952524) (← links)
• A novel design of an isochronous integration [<i>i</i>Integration] framework for first/second order multidisciplinary transient systems (Q2952704) (← 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 unified set of single step algorithms. Part 1: General formulation and applications (Q3221295) (← links)
• Comparison of some single-step methods for the numerical solution of the structural dynamic equation (Q3687863) (← links)
• A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme (Q3707280) (← links)
• On matching the SSpj AND GNpj algorithms (Q3753401) (← links)
• (Q3991208) (← 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)
• Numerical time integration for dynamic analysis using a new higher order predictor‐corrector method (Q4908090) (← links)
• Ordinary interactive small-step algorithms, II (Q5277780) (← links)
• Ordinary interactive small-step algorithms, III (Q5277781) (← links)
• The time dimension: A theory towards the evolution, classification, characterization and design of computational algorithms for transient/dynamic applications (Q5937613) (← links)
• On designing and developing single‐step second‐order implicit methods with dissipation control and zero‐order overshoots via subsidiary variables (Q6082632) (← links)
• Optimized Gauss-Legendre-Hermite 2-point (O-GLH-2P) method for nonlinear time-history analysis of structures (Q6125352) (← links)
• Weight-adaptive isogeometric analysis for solving elastodynamic problems based on space-time discretization approach (Q6553854) (← links)
• Accuracy of a composite implicit time integration scheme for structural dynamics (Q6565261) (← links)