摘要
在模糊可靠度分析的基础上 ,利用数理统计的基本理论和方法 ,建立了模糊可靠度置信区间的计算模型 ,给出了在一定置信度下岩质边坡模糊可靠度置信区间的计算公式 ,为模糊可靠度计算在实际工程中的运用提供了理论依据 。
On the basis of the analysis of fuzzy reliability, by means of theory and method of mathematical statistics, a calculating model of confidence interval of fuzzy reliability and a calculating formula to determine the confidence interval of rocky sliding slope fuzzy reliability is proposed in this paper. They lay a theoretical foundation for calculating the confidence interval of fuzzy reliability in practical application. In addition, the method is illustrated through an example.
出处
《山东大学学报（工学版）》
CAS
2005年第1期106-109,共4页
Journal of Shandong University（Engineering Science）
关键词
边坡
模糊可靠度
置信区间
slope
fuzzy reliability
confidence interval
