摘要
利用Monte-Carlo随机模拟方法 ,分别通过小震和中震下的失效相关性分析 ,得出了框架结构截面效应约束的失效相关性规律 ,并将其简化为便于可靠性分析的假设 .通过算例给出了相关性规律在框架结构体系可靠性分析的应用 .
Using Monte-Carlo simulation method, through failure correlation analysis of sectional constraints under medium and small earthquakes respectively, the failure correlation rules of sectional constraints of frame structure are obtained, and they are simplified into hypothesis which can be used in reliability evaluation of existing frame structure. Moreover, the use of correlation rule in system reliability analysis is illustrated by two examples.
出处
《郑州工业大学学报》
2001年第3期44-47,共4页
Journal of Zhengzhou University of Technology
基金
SupportedbytheNationalNaturalScienceFoundationofChina(5 960 80 0 8)
theNaturalScienceFoundationofHenanProvince(981 1 5 0 3 0 5 )
