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利用改进的Monte-Carloβ球法计算结构可靠性 被引量:3

The structure reliability calculation by β-ball sampling of modified Monte-Carlo
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摘要 根据Hasofer-Lind可靠性指标β,基本随机变量构成的标准n维欧氏空间Rn可划分为}X}≤β和}X}>β两部分,}X}≤β为n维β球所围区域,该区域必在可靠区内。计算可靠性时,将Monte-Carlo的抽样区域限制在n维欧氏空间β球外部,缩小了抽样范围,从而大大提高了结构可靠性的计算效率,并给出一算例。 According to the reliability criterion β of Hasofer-Lind, the standard n-dimensional Rn-sphere is composed of two parts:x≤β and x>β. β-ball(x≤β) is definitely inside the reliability sphere. The sampling domain of Monte-Carlo is restricted to the points outside the n-dimensional β-sphere to calculate structural reliability, which has reduced sampling domain and cut down computational time greatly which is shown by an example.
出处 《强度与环境》 2005年第2期52-56,共5页 Structure & Environment Engineering
关键词 Monte—carlo β球抽样 可靠性 复合材料 Monte-Carlo β-ball sampling reliability composite materials
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  • 1张骏华.结构可靠性设计与分析[M]宇航出版社,1989.

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同被引文献31

  • 1刘丽芳.不同强度理论条件下压力容器的可靠性分析[J].湖北工业大学学报,1999,19(3):40-43. 被引量:3
  • 2孙海虹.结构可靠性分析改进的重要抽样法[J].武汉交通科技大学学报,1994,18(3):241-246. 被引量:4
  • 3Wu Y-T, Sitakanta Monhanty. Variable screening and ranking using sampling-based sensitivity measures [J]. Reliability Engineering and System Safety, 2006, 91(6) : 634 -647.
  • 4Wu Y-T. Computational methods for efficient structural reliability and reliability sensitivity analysis [J]. AIAA J, 1994, 32(8) : 1 717 -1 723.
  • 5Bjerager P. Probability integration by directional simulation[ J]. Journal of Engineering Meehaaics ASCE, 1988, 114(8) : 285 -302.
  • 6Au S K. Probabilistic failure analysis by importance sampling Markov chain simulation[J]. Journal of Engineering Mechanics, 2004, 130 (3) : 303 -311.
  • 7Au S K, Beck J L. A new adaptive important samphng scheme for reliability calculations[J]. Structural Safety, 1999, 21 (2) : 139 -163.
  • 8Au S K, Beck J L. Subset simulation and its application to seismic risk based on dynamic analysis [ J]. Journal of Engineering Mechanics ASCE, 2003, 129(8) : 901 -917.
  • 9Nowak A S, Collins K R. Reliability of Structures[M]. Boston:McGraw-Hill,2000.
  • 10Bucher C G. Adaptive sampiing-aniterative fast Monte-Carlo procedure [J]. Struct Safety, 1988, 5 (2) :119-126.

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