摘要
本文研究应力服从一类嵌套多元指数分布,强度服从指数分布的应力—强度结构可靠度模型.分别在强度参数未知、应力参数已知和强度参数已知、应力参数未知的情况下给出了结构可靠度PA的估计PA1和PA2,并讨论了它们的渐近性质,而且获得了PA的近似置信区间.最后对这两种情况下模型结构可靠度的估计PA1和PA2进行了随机模拟,随机模拟结果令人满意.
We study a kind of stress-strength structural reliability model with stress being nested multivariate exponential distributed and strength being one-dimensional exponential distributed in this paper. On condition that strength parameter unknown and stress parameters known as well as contrary situations, the estimators ^PA1 and ^PA2 of the structural reliability PA are proposed and their consistency and asymptotic normality are discussed, meanwhile, the estimators' confidence intervals are also shown. Finally, we randomly simulate the estimators ^PA1 and ^PA2 of PA with the satisfactory results.
出处
《应用概率统计》
CSCD
北大核心
2009年第2期143-154,共12页
Chinese Journal of Applied Probability and Statistics
基金
上海市重点学科建设项目(S30504)资助
关键词
结构可靠度
嵌套多元指数分布
强相合性
渐近正态性
置信区间
随机模拟
Structural reliability, nested multivariate exponential distribution, strong consistency, asymptotic property, confidence interval, random simulation