摘要
本文在JC法的基础上,提出了结构可靠度分析的一种初值校准方法。该法可适用于一般情形的结构可靠度计算,包括非线性极限状态方程和非正态分布的变量。通过算例表明,本文方法具有较高的计算效率,一般只需迭代一次便能得到较满意的结果。
Based on the JC method this paper recomends a calibration method forthe initial value in structural reliability analysis. The method is well suited univeaselly, including the cases of non-linear limit state eqcation and non-normal probability distribution,It has high calculation efficiency as shown with example. Needing on only iteration,satisfactory result will be generally got.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1994年第4期373-378,共6页
Journal of Southwest Jiaotong University