摘要
介绍了未确知数学在结构可靠度分析中的应用,得出了该方法理论上合理,相对于传统的概率方法,计算更简单有效,使结构可靠度分析方法更加合理化的结论,具有一定的参考价值。
This paper presents a mathematical uncertain reliability analysis in the application of the method theoretically reasonable probability compared with the more traditional methods,more simple and effective,so that structural reliability analysis methods rationalization has the certain reference ralue.
出处
《山西建筑》
2007年第14期65-66,共2页
Shanxi Architecture
关键词
未确知有理数
可靠度
抗力
uncertained rational numbers, reliability degree, resistance
