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Non-linear dynamic substructure analysis using direct integration of steady-state solution - MaRDI portal

Non-linear dynamic substructure analysis using direct integration of steady-state solution (Q3826207)

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Non-linear dynamic substructure analysis using direct integration of steady-state solution
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    Non-linear dynamic substructure analysis using direct integration of steady-state solution (English)
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    1989
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    steady-state response
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    enhanced substructures of Lanczos-Ritz vectors
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    spatial distribution
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    external
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    inertial loads
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    steady-state solution
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    transient response over a single excitation cycle
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    purely iterative pseudo-force method
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