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Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics - MaRDI portal

Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics (Q6585182)

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scientific article; zbMATH DE number 7894601
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English
Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics
scientific article; zbMATH DE number 7894601

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    Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics (English)
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    9 August 2024
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    structural dynamics
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    geometric nonlinear
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    composite time integration method
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    multi-point iterative methods
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