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The constraints imposed on the optimization problem can be subdivided into two classes: constraint on the natural frequency of the structure and dynamic response constraint. 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The constraints imposed on the optimization problem can be subdivided into two classes: constraint on the natural frequency of the structure and dynamic response constraint. It is presented a general computer program for the truss element under harmonic excitation to make the following analysis: a) static analysis b) natural frequencies e) dynami e response (P = Pₑ ⁱᵚᵗ) d) dynami e response optimization (P = Pₑⁱᵚᵗ) e) frequency optimization."]},{"key":"dc:title","label":"Title","values":["Otimização estrutural em problemas dinâmicos"]}]}],"canonical_facts":{"dc:contributor.advisor":["Segenreich, Solly Andy"],"dc:creator":["Lira, Aécio"],"dc:date.accessioned":["2018-01-29T17:08:38Z"],"dc:date.available":["2026-05-16T03:04:32Z"],"dc:date.issued":["1978-08"],"dc:description.abstract":["Presents an optimization structural procedure under dynamic constraints. 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