摘要
对于正态(分布参数未知)-极小值Ⅰ型(分布参数已知)模式,在皮力的均值比强度的均值小得多且应力的方差很小的条件下,本文给出了它的结构可靠性的Bayes、Fiducial及经典近似限。
About normal (with unknown parameters)-minimum I type (with given parameters) model, We give the Bayes、Fiducial and classical approximate limits of structural reliability when the mean of stress is much less than one of strength and the varance of stress is very small.
出处
《强度与环境》
北大核心
1993年第3期24-29,共6页
Structure & Environment Engineering
关键词
结构可靠性
区间估计
Structural reliability
Interval estimation
