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- W1994467966 abstract "ABSTRACT A numerical method for solving distributed parameter structural optimization problems in which repeated eigenvalues may occur is formulated. Recent results on directional differentiability of repeated eigenvalues are used to develop a generalized steepest descent method for structural optimization. The algorithm is shown to overcome technical difficulties associated with nondifferentiability of repeated eigenvalues. The method is used to optimize design of a clamped-clamped column in which a repeated eigenvalue occurs." @default.
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- W1994467966 date "1982-01-01" @default.
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- W1994467966 title "A Numerical Method for Distributed Parameter Structural Optimization Problems with Repeated Eigenvalues" @default.
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- W1994467966 doi "https://doi.org/10.1080/03601218208907410" @default.
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