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Interval analysis for dynamic response of nonlinear structures with uncertainties

  • Beihang University

科研成果: 期刊稿件文章同行评审

摘要

Dynamic response of the MDOF nonlinear vibration system with parameters of uncertainty is studied. Based on interval mathematics, with the parameters of uncertainty being modelled as interval numbers, a new method is proposed to approximately estimate the nonlinear dynamic response range with the help of first-order Taylor series. Comparisons between the interval analysis and the probability perturbation finite element method are made with respect to the mathematical proof and numerical examples, and the advantages of the presented method are shown, including less prior information being required for parameters of uncertainty and higher accuracy.

源语言英语
页(从-至)645-651
页数7
期刊Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics
38
5
出版状态已出版 - 9月 2006

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