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动力可靠度计算的概率简单叠加法则法 被引量:2

Method based on simple additive rules of probability for dynamic reliability calculations
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摘要 首先给出了基于计算单元失效域的重要抽样法和区域分解法的计算步骤,随后利用基于计算单元失效域的重要抽样法的思想,引入构成总失效域的由持时内的时间点划分出的单元失效域;利用区域分解法的思想,引入构成总失效域的互斥的单元失效域,最后根据两种单元失效域的关系和概率简单叠加法则计算总失效概率。其中关键问题是计算结构反应时单位脉冲响应函数的确定和落入各个互斥单元失效域的样本数的确定。算例的计算结果表明计算动力可靠度,尤其是高维输入随机变量条件下小失效概率时,概率简单叠加法则法对比Monte-Carlo法计算效率有显著提高,并同基于计算单元失效域的重要抽样法和区域分解法一样高效。 In this paper,computational procedures of importance sampling method based on elementary failure events and domain decomposition method are presented first.In the following steps,firstly according to importance sampling method,elementary failure regions corresponding to the failure of a particular output response at a particular instant are proposed.Secondly according to domain decomposition method,mutual exclusive sets are proposed.Finally according to the relation between elementary failure regions and mutual exclusive sets,and simple additive rules of probability,the failure probability can be expressed.The key problems are the determination of unit impulse response function and the number of samples which fall into the mutual exclusive sets.Results of numerical examples show that for estimation of dynamic reliability,especially small failure probability in high dimensions,the efficiency of the method proposed in this paper is increased obviously compared with Monte-Carlo method,and is as high as the efficiency of importance sampling method based on elementary failure regions and that of domain decomposition method.
出处 《计算力学学报》 EI CAS CSCD 北大核心 2011年第1期48-52,共5页 Chinese Journal of Computational Mechanics
基金 国家自然科学基金(50878021) 北京交通大学优秀博士生科技创新基金(141053522) 中央高校基本科研业务费专项资金(2009JBM071)资助项目
关键词 动力可靠度 重要抽样法 区域分解法 概率简单叠加法则 小失效概率 dynamic reliability importance sampling method domain decomposition method simple additive rules of probability small failure probability
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参考文献10

  • 1Lambros Katafygiotis, Sai Hung Cheung. Domain decomposition method for calculating the failure probability of linear dynamic systems subjected to Gaussian stochastic loads[J]. Journal of Engineering Mechanics, 2006,132 (5) : 475-486.
  • 2Au S K, Beck J L. First excursion probabilities for linear systems by very efficient importance sampling [J]. Probabilistic Engineering Mechanics, 2001,16 : 193-207.
  • 3吴斌,欧进萍,张纪刚,吕大刚.结构动力可靠度的重要抽样法[J].计算力学学报,2001,18(4):478-482. 被引量:23
  • 4Veit Bayer, Christian Bucher. Importance sampling for first passage problems of nonlinear structures[J]. Probabilistic Engineering Mechanics, 1999, 14: 27- 32.
  • 5宋述芳,吕震宙.高维小失效概率可靠性分析的序列重要抽样法[J].西北工业大学学报,2006,24(6):782-786. 被引量:8
  • 6Lambros Katafygiotis, Sai Hung Cheung. Wedge simulation method for calculating the reliability of lin- ear dynamical systems[J]. Probabilistic Engineering Mechanics, 2004,19 : 229-238.
  • 7刘佩,姚谦峰.结构动力可靠度计算的区域分解法和重要抽样法[J].振动与冲击,2008,27(12):52-55. 被引量:8
  • 8Au Sui-Kui, James L. Beck. Estimation of small failure probabilities in high dimensions by subset simulation [J].P robabilistie Engineering Mechanics, 2001, 16:263-277.
  • 9Yuen Ka-Veng, Lambros S. Katafygiotis. An efficient simulation method for reliability analysis of linear dynamical systems using simple additive rules of probability[J]. Probabilistic Engineering Mechanics, 2005,20: 109-114.
  • 10Hector A. Jensen. Design and sensitivity analysis of dynamical systems subjected to stochastic loading[J]. Computers & Structures, 2005,83 : 1062-1075.

二级参考文献19

  • 1Ching J, Au S K, Beck J L. Reliability estimation for dynamical systems subjected to stochastic excitation using subset simulation with splitting [ J ]. Computer Methods in Applied Mechanics and Engineering,2005,194 : 1557-1579.
  • 2Ka-Veng Yuen, Lambros S. Katafygiotis. An efficient simulation method for reliability analysis of linear dynamical systems using simple additive rules of probability [ J ]. Probabilistic Engineering Mechanics, 2005,20,109-114.
  • 3Veit Bayer, Christian Bucher. Importance sampling for first passage problems of nonlinear structures [ J ]. Probabilistic Engineering Mechanics, 1999,14:27-32.
  • 4Au S K, Beck J L. First excursion probabilities for linear systems by very efficient importance sampling [ J ]. Probabilistic Engineering Mechanics ,2001,16,193-207.
  • 5Lambros Katafygiotis, Sai Hung Cheung. Domain decomposition method for calculating the failure probability of linear dynamic systems subjected to Gaussian stochastic loads [ J ]. Journal of Engineering Mechanics, 2006,475-486.
  • 6Lambros Katafygiotis, Sai Hung Cheung. Wedge simulation method for calculating the reliability of linear dynamical systems [ J ]. Probabilistic Engineering Mechanics, 2004, 19 : 229-238.
  • 7Pradlwater H J, Schueller G I. Assessment of low probability events of dynamical systems by controlled Monte Carlo simulation [ J ]. Probabilistic Engineering Mechanics, 1999, 14 : 213-227.
  • 8Siu-Kui Au, James L. Beck. Estimation of small failure prob-abilities in high dimensions by subset simulation [ J ]. Proba-bilistic Engineering Mechanics, 2001,16:263-277.
  • 9Ching J, Beck J L, Au S K. Hybrid subset simulation method for reliability estimation of dynamic systems subjected to stochastic excitation [ J ]. Probabilistic Engineering Mechanics, 2005,20 : 199-214.
  • 10Gai G Q,Int J Nonlinear Mech,1996年,31卷,5期,647页

共引文献33

同被引文献17

  • 1贾超,刘宁,陈进.地震作用下土坡可靠度风险分析[J].岩石力学与工程学报,2005,24(4):703-707. 被引量:17
  • 2李红军,迟世春,林皋.基于黏着滑动耦合动力分析的Newmark滑块位移法[J].岩石力学与工程学报,2007,26(9):1787-1793. 被引量:11
  • 3KIUREGHIAN A D. The geometry of random vibrationsand solutions by FORM and SORM[J]. Probabilistic En-gineering Mechanics,2000,15:81-90.
  • 4REZAEIAN S, KIUREGHIAN A D. Stochastic modelingand simulation of ground motions for performance-basedearthquake engineering[R]. Peer, 2010.
  • 5Newmark N M. Effects of earthquakes on dams and embankments[J]. Geotechnique, 1965,15(2) : 139-160.
  • 6Makdisi F I, Seed H B. Simplified procedure for esti- mating dam and embankment earthquake-induced deformations [J]. Journal of the Geotechnical Engineering Division, 1978,104(7) : 849-867.
  • 7Ellen M R, Jonathan D B. Nonlinear coupled seismic seismic sliding analysis of earth structures[J]. Jour- nal of Geotechnical and Geoenvironmental Enginee- ring,2000,126(11) : 1002-1014.
  • 8Wartman J,Bray J D,Seed R B. Inclined plane studies of the Newmark sliding block procedure[J].Journal of Geotechnical and Geoenvironmental Engineering, 2003,129 (8) : 673-685.
  • 9Hoe I L. Recent applications of sliding block theory to geotechnical design[J]. Soil Dynamics and Earth- quake Engineering ,2001,21(1) : 189-197.
  • 10Kohusho T, Ishizawa T. Energy approach for earth- quake induced slope failure evaluation[J]. Soil Dy- namics and Earthquake Engineering, 2006,26 : 221- 230.

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