An eigen-based theory for structure-dependent integration methods for nonlinear dynamic analysis

Cites Work

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Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method
Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
An unusual amplitude growth property and its remedy for structure-dependent integration methods
Evaluation of numerical integration methods in elastodynamics
Advances in Computational Dynamics of Particles, Materials and Structures
Comparisons of Structure-Dependent Explicit Methods for Time Integration
A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
Convergence and stability in the numerical integration of ordinary differential equations
Survey of the stability of linear finite difference equations
Design spaces, measures and metrics for evaluating quality of time operators and consequences leading to improved algorithms by design—illustration to structural dynamics
An explicit method with improved stability property
An alpha modification of Newmark's method
An Improved Stiffly Stable Method for Direct Integration of Nonlinear Structural Dynamic Equations
Design, analysis, and synthesis of generalized single step single solve and optimal algorithms for structural dynamics
Higher derivative explicit one step methods for non‐linear dynamic problems. Part I: Design and theory
A family of noniterative integration methods with desired numerical dissipation
A special stability problem for linear multistep methods

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