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Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator - MaRDI portal

Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator (Q2171480)

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Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator
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    Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator (English)
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    9 September 2022
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    proper generalized decomposition
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    model-order reduction
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    large displacement
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    vectorized tangent stiffness matrix
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    alternating fixed-point algorithm
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