摘要
针对当结构功能函数的构成为相关任意分布随机变量以及结构功能函数非线性程度较高时,虚拟变量法不适用的问题,提出了计算结构可靠指标的改进的虚拟变量算法.算例结果表明,该方法可有效克服一般虚拟变量算法的不足,适用于结构功能函数非线性程度较高且其构成为相关任意分布随机变量的情况.
The conventional pseudo variable algorithm can not be used for structural functions consisting of dependent random variables and of high nonlinearity. An improved pseudo variable algorithm for calculating structural reliability is proposed to solve the problem. The calculation results of an example show that the improved algorithm overcomes the shortcomings of the conventional pseudo variable algorithm and is suitable for structural functions with high nonlinearity and dependent random variables.
出处
《西南交通大学学报》
EI
CSCD
北大核心
2003年第1期49-52,共4页
Journal of Southwest Jiaotong University
