摘要
本文对结构可靠度分析中非正态随机变量提出一个新的当量正态化方法．该法概念直观，而计算精度与ＪＣ法相差不大．对３个变量，功能函数线性情况也建议了近似计算方法．
An equivalent normal method is proposed for the calculation of structural reliability. The Concept of this method is easy to be understood and the calculation precision is approximately the same as that of JC method. A similar method is also proposed for the case of three variables.
出处
《水利学报》
EI
CSCD
北大核心
1998年第8期62-66,共5页
Journal of Hydraulic Engineering
关键词
可靠度
工程结构
随机变量
reliability, equivalent normal,\ reliability index,\ design point value.
