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随机变量概率信息不充分时的可靠性新模型 被引量:5

A NOVEL RELIABILITY MODEL FOR RANDOM VARIABLES LACKING SUFFICIENT PROBABILITY INFORMATION
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摘要 针对随机变量具有一定的数据积累而又不足以确定概率分布的情况,提出了一种新的可靠性模型。对于具有m个试验样本数据的基本随机变量,给定一映射变量的(m+1)个样本数据以形成m个子区间,使得每个子区间只包含1个基本随机变量的样本数据,从而可以确定每个子区间的基本可信度分配BPA。用证据合成的Dempster法则对具有n个基本随机变量基本可信度分配BPA进行合成,而后求得结构失效F的信任测度函数Bel(F)和似真测度函数PI(F),进一步可用Bel(F)和PI(F)作为失效概率的上下边界来对失效概率进行近似估计。算例表明,所提模型可以充分地利用样本信息,从而可以合理地度量结构的安全程度。 In the case that sample data are insufficient to determine probability distributions of random variables,a novel reliability model is presented on the basis of evidence theory.For the original random variable with m sample data,a matching variable with(m+1) sample data is constructed and the(m+1) sample data form m sub-intervals that each sub-interval exactly only involves a sample datum of the original random variable,and then the basic probability assignment(BPA) for each sub-interval can be determined.For a failure mode of a structure with n-dimensional random variables,the BPAs of n-dimensional random variables can be synthesized by using the combination rule of Dempster,on which The belief measure of the structural failure F,Bel(F),and the plausibility measure of F,PI(F),can be uniquely determined.Further,the failure probability can be approximated by using Bel(F) and PI(F) as the upper and lower limits.The examples show that the presented model uses the information involved in the sample data sufficiently,thus it can rationally measure the safety of the structure.
出处 《工程力学》 EI CSCD 北大核心 2011年第4期18-22,共5页 Engineering Mechanics
基金 国家自然科学基金项目(50875213) 航空基础基金项目(2007ZA53012) 863计划课题项目(2007AA04Z401) 科技重大专项项目(2009ZX04014-015-03)
关键词 可靠性 失效概率 证据理论 证据合成 信任测度函数 似真测度函数 reliability the failure probability evidence theory evidence combination the belief measure the plausibility measure
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参考文献9

  • 1Elishakoff I. Essay on uncertainties in elastic and viscoelastic structures: from AM freudenthal's criticisms to modem convex modeling [J]. Computers & Structures, 1995, 56(6): 871-895.
  • 2Ben-Haim Y. A non-probabilistic concept of reliability [J]. Structural Safety, 1994, 14(4): 227-245.
  • 3郭书祥,吕震宙,冯元生.基于区间分析的结构非概率可靠性模型[J].计算力学学报,2001,18(1):56-60. 被引量:292
  • 4Shafer G. A mathematical theory of evidence [M]. Princeton: Princeton University Press, 1976.
  • 5Dempster AP. Upper and lower probabilities induced by a multi-valued mapping [J]. Annals of Mathematical Statistics, 1967, 38(4): 325-339.
  • 6Philipp Limbourg, Etienne de Rocquigny. Uncertainty analysis using evidence theory - confronting level-1 and level-2 approaches with data availability and computational constraints [J]. Reliability Engineering and System Safety, 2010, 95: 550-564.
  • 7张土乔,邵煜.考虑模糊和随机变量的混合算法的程序实现[J].科技通报,2009,25(1):72-76. 被引量:2
  • 8Au S K, Beck J L. A new adaptive importance sampling scheme for reliability calculations [J]. Structural Safety, 1999, 21: 135-158.
  • 9Du X P, Sudjianto A. First order saddle-point approximation for reliability analysis [J]. AIAA J, 2004, 42(6): 1199-1207.

二级参考文献17

  • 1Moller B, Beer M. Fuzzy randomness-uncertainty in civil engineering and computational mechanics [M]. Berlin: Springer, 2004.
  • 2Guyonnet D,Bourgine P,Dubois D,et al. Hybrid approach for addressing uncertainty in risk assessments [J]. Journal of Environmental Engineering,2003,129 ( 1 ) : 68-78.
  • 3Moller B,Graf W,Beer M. Fuzzy structural analysis using α-level optimization [J]. Computational Mechanics, 2000,26 (6) :547-565.
  • 4Baudrit C,Guyonnet D,Dubois D. Postprocessing the hybrid method for addressing uncertainty in risk assessments [J]. Journal of Environmental Engineering, 2005,131(12): 1750-1754.
  • 5Zadeh L A. The concept of a linguistic variable and its application to approximate reasoning [J]. Inform Sci, 1975,8: 199-249.
  • 6Baudrit C,Dubois D,Guyonnet D,et al. Joint treatment of imprecision and randomness [C ]//Proceedings of Information Processing and Management of Uncertainty in Knowledge-Based Systems. Italy : Perugia, 2004.
  • 7Crystal Ball. Professional Edition,Decisioneering [M/OL] ,Inc. 1515,Arapahoe Street, 13^th Floor,Denver,CO 80202, USA, 1988-2006. www.crystalball.com.
  • 8Dresden University of Technology. Software solutions for uncertainty in engineering [M/OL]. Germany :Dresden University of Technology. http ://www.uncertainty-inengineering.net.
  • 9Hanss M. On the implementation of fuzzy arithmetical operations on engeering problems [C]//NAFIPS. 18th International Conference of the North American.1999.
  • 10Nikolaidis E,Chen S,Cudney H,et al. Comparison of probability and possibility for design against catastrophic failure under uncertainty [J]. Journal of Mechanical Design, 2004,126 (3) : 386-394.

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