随机有限元-最大熵法

陈虬, 戴志敏

陈虬, 戴志敏. 随机有限元-最大熵法[J]. 工程力学, 1992, 9(3): 1-7.
引用本文: 陈虬, 戴志敏. 随机有限元-最大熵法[J]. 工程力学, 1992, 9(3): 1-7.
Chen Qiu, Dai Zhimin. THE STOCHASTIC FINITE ELEMENT-MAXIMUM ENTROPY METHOD[J]. Engineering Mechanics, 1992, 9(3): 1-7.
Citation: Chen Qiu, Dai Zhimin. THE STOCHASTIC FINITE ELEMENT-MAXIMUM ENTROPY METHOD[J]. Engineering Mechanics, 1992, 9(3): 1-7.

随机有限元-最大熵法

THE STOCHASTIC FINITE ELEMENT-MAXIMUM ENTROPY METHOD

  • 摘要: 本文提出一种用于结构可靠性分析的随机有限元-最大熵法。它是利用随机有限元法计算结构响应量的前几阶矩,然后利用最大熵法拟会响应量的概率分布,据此算出结构的失效概率。此法具有精度较高、计算量较小的优点。
    Abstract: This paper presents the stochastic finite element--maximum entropy method for reliability analysis of structures subjected to random loads with stochastically varying properties. In this method, firstly the structure response of uncertainties is evaluated using Neumann SFEM, and then the probability of failure of the structure is obtained using maximum entropy method. The numerical examples show that the method has higher accuracy for structural reliability analysis and the computational efforts are reduced.
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出版历程
  • 收稿日期:  1899-12-31
  • 修回日期:  1899-12-31
  • 刊出日期:  1992-07-14

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