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Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method - MaRDI portal

Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method (Q969319)

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scientific article; zbMATH DE number 5704995
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Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method
scientific article; zbMATH DE number 5704995

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    Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method (English)
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    6 May 2010
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    high-oscillatory stiff ODE
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    general multi-step integration methods
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    unconditionally stable integration methods
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    controllable numerical dissipation
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    high-frequency damping
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    structural dynamics
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    solid dynamics
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    L-stability
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    numerical examples
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    maximal damping of high-frequency accelerations
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    convergence
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    lambda integration method
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    algorithms
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