随机连续杆纵向振动系统频率可靠性稳健分析
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    摘要:

    为解决工程实际中常见的参数为任意分布的动态结构系统的可靠性稳健设计问题,在参数为正态分布的随机动态结构系统频率可靠性研究基础上,应用Edgeworth级数法,把服从任意分布的标准化了的随机变量的概率分布函数近似展开成标准正态分布函数的方式,提出了系统的频率可靠性及其灵敏度分析方法。在此基础上,综合运用稳健和优化设计方法,提出了任意分布的随机动态结构系统的频率可靠性稳健设计方法,确保系统在各种不确定因素的干扰下,仍保持较高的可靠稳定性,进而提高系统的工作性能和质量。以工程实际中常见的具有任意分布的随机连续杆纵向振动系统为例进行频率可靠性稳健设计,将理论方法与工程实践相结合,进一步证明了所提方法的有效性和实用性。

    Abstract:

    In order to solve the frequency reliability robust design problems of the random dynamic structural system with arbitrary distribution parameters, the formulas of frequency reliability and its sensitivity are obtained by the Edgeworth series method, which can make the unknown probability distribution functions expanded into the standard normal distribution. Probability distribution type is not any restricted in the condition that the first four moments of the random parameters are known, which is more closed to the engineering practice. Furthermore, the frequency reliability-based robust method of the random dynamic structural system is obtained by the robust and the optimization technology on the basis of frequency reliability and sensitivity design, which helps designers to establish acceptable parameter values and to determine the fluctuations of the parameters for the safe operations. Moreover, combining theoretical method and engineering practice, a numerical example of the random axial vibration of rod system with arbitrary distribution is provided, which demonstrates the efficiency and accuracy of the proposed method.

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  • 在线发布日期: 2013-06-08
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