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Evolutionary natural frequency optimization of two‐dimensional structures with additional non‐structural lumped masses

Chongbin Zhao (CSIRO Division of Exploration and Mining, Nedlands,West Australia, Australia)
G.P. Steven (Finite Element Analysis Research Centre, University of Sydney, New South Wales, Australia)
Y.M. Xie (Department of Civil and Building Engineering, Victoria University of Technology, MMC, Victoria, Australia)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 March 1997

538

Abstract

Extends the evolutionary structural optimization method to the solution for the natural frequency optimization of a two‐dimensional structure with additional non‐structural lumped masses. Owing to the significant difference between a static optimization problem and a structural natural frequency optimization problem, five basic criteria for the evolutionary natural frequency optimization have been established. The inclusion of these criteria into the evolutionary structural optimization method makes it possible to solve structural natural frequency optimization problems for two‐dimensional structures with additional non‐structural lumped masses. Gives two examples to demonstrate the feasibility of the extended evolutionary structural optimization method when it is used to solve structural natural frequency optimization problems.

Keywords

Citation

Zhao, C., Steven, G.P. and Xie, Y.M. (1997), "Evolutionary natural frequency optimization of two‐dimensional structures with additional non‐structural lumped masses", Engineering Computations, Vol. 14 No. 2, pp. 233-251. https://doi.org/10.1108/02644409710166208

Publisher

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MCB UP Ltd

Copyright © 1997, MCB UP Limited

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