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多模式广义失效概率计算的数值模拟法及其工程应用 被引量:6

General Failure Probability Simulation and Application for Multi-Mode
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摘要 提出了安全与失效状态含有模糊信息时,广义失效概率计算的数值模拟,及相应的方差估算,并提出了对应的数值积分方法.当状态变量服从正态分布,且其对模糊安全域的隶属函数为正态型时,单个模式的广义失效概率具有精确解.首先利用这种特殊情况检验了所提数值模拟的精度,结果表明对于数值模拟法,随抽样次数的增加,估计值逐渐收敛于真实值.然后利用扩展原理和概率定理,提出两个及两个以上失效模式数广义失效概率的数值模拟计算方法以及相应的数值积分方法.对于工程结构问题,一般在删除次要失效模式之后,主要失效模式的数目不会太多,因此用该数值模拟与数值积分法可以得到精度较高的解.工程算例结果证明了此结论.另外还对所提的两种方法的适用范围做了讨论. A general failure probability simulation and deviation evaluation methods were presented for fuzzy safety state and fuzzy failure state. And the corresponding number integral method was si- multaneously established. AS the distribution of state variable and the membership of the state variable to the fuzzy safety set were normal, the general failure probability of the single failure mode had pre- cise analytic solution, which was used to verify the precision of the presented methods. The results show that the evaluation of the simulation method convergences to the analytic solution with the num- ber increase of the sampling. The above methods for the single failure mode was extended to the mul- ti-mode by the expansion and probability principles. The presented methods were applied to the engi- neering problem. For the number of significant mode is not too many, the high precision solution can be given by the presented number simulation and number integral methods, which is illustrated by the engineering examples. In addition, the application scope of the methods was discussed.
出处 《应用数学和力学》 EI CSCD 北大核心 2000年第4期382-388,共7页 Applied Mathematics and Mechanics
基金 国家自然科学基金!(59575040 59775032)
关键词 广义失效概率 失效模式 数值模拟 工程应用 general failure probability simulation failure mode
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  • 1吕震宙,岳珠峰.模糊随机可靠性分析的统一模型[J].力学学报,2004,36(5):533-539. 被引量:29
  • 2费孝通.当前城市社区建设一些思考[J].社区,2005(13):23-24. 被引量:29
  • 3肖方仁.国外社区服务经验简介[J].合作经济与科技,2007(07X):66-67. 被引量:14
  • 4Bucher C G, Bourgund U. A fast efficient response surface approach for structural reliability problems[J]. Structural Safety, 1990,7:57-66.
  • 5Melchers R E. Importance sampling in structural systems[J]. Structural Safety, 1989,6:3-10.
  • 6Wu Y-T,Sitakanta Monhanty.Variable screening and ranking using sampling-based sensitivity measures.Reliability Engineering and System Safety,2006,91(6):634-647.
  • 7Wu Y-T.Computational methods for efficient structural reliability and reliability sensitivity analysis.AIAA J,1994,32(8):1 717-1 723.
  • 8Melchers R E,Ahammed M.A fast approximate method for parameter sensitivity estimation in Monte Carlo structural reliability.Computers and Structures,2004,82 (1):55-61.
  • 9Huibin Liu,Wei Chen.Probability sensitivity analysis method for design under uncertainty.10th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference,30 August-1 September 2004,Albany,New York,2004.1-15.
  • 10Lataillade A D,Blanco S,Clergent Y,et al.Monte Carlo method and sensitivity estimations.Journal of Quantitative Spectroscopy and Radiative Transfer,2002,75(5):529-538.

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