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邱志平, 马丽红, 王晓军. 不确定非线性结构动力响应的区间分析方法[J]. 力学学报, 2006, 38(5): 645-651. DOI: 10.6052/0459-1879-2006-5-2005-361
引用本文: 邱志平, 马丽红, 王晓军. 不确定非线性结构动力响应的区间分析方法[J]. 力学学报, 2006, 38(5): 645-651. DOI: 10.6052/0459-1879-2006-5-2005-361
Interval analysis method for response analysis of nonlinear vibration systems with uncertain parameters[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(5): 645-651. DOI: 10.6052/0459-1879-2006-5-2005-361
Citation: Interval analysis method for response analysis of nonlinear vibration systems with uncertain parameters[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(5): 645-651. DOI: 10.6052/0459-1879-2006-5-2005-361

不确定非线性结构动力响应的区间分析方法

Interval analysis method for response analysis of nonlinear vibration systems with uncertain parameters

  • 摘要: 研究多自由度非线性不确定参数系统的动力响应问题. 以区间数学为基础,将不确定性参数用区间进行定量化,借助一阶Taylor级数,给出了近似估计非线性振动系统动力响应范围的区间分析方法. 从数学证明和数值算例两方面,将其与概率摄动有限元法进行了比较,结果显示区间分析方法对不确定参数先验信息具有要求较少、精度较高的优点.

     

    Abstract: Dynamic response of the MDOF nonlinear vibration system with uncertain parameters is studied. Based on interval mathematic, modeling the uncertain parameters as interval numbers, a new method, which approximately estimates the nonlinear dynamic response range with the help of first-order Taylor series, is presented. Comparisons between the interval analysis method and the probability perturbation finite element method in mathematical proof and numerical examples are performed, which show the advantages of the presented method, including less prior information need on uncertain parameters and higher accuracy.

     

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