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- W2134203487 abstract "A superelement algorithm for the transient dynamic analysis of structural systems is presented. The method represents a generalization of existing static and dynamic superelement (substructure) algorithms. Natural frequencies and modal shapes of a fixed boundary substructure are used to obtain equations of motion of a superelement. An implicit time-stepping algorithm is presented for the numerical solution of a resulting superelement system of equations of motion. Numerical examples are given to illustrate the presented approach. The method is believed to be effective for large-scale problems of structural analysis." @default.
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- W2134203487 date "1993-07-15" @default.
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- W2134203487 title "Superelement method for transient dynamic analysis of structural systems" @default.
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- W2134203487 doi "https://doi.org/10.1002/nme.1620361308" @default.
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