CANONICAL CORRELATION THEORY APPLIED IN RELIABILITY OF STRUCTURAL SYSTEM

摘要：

　　When solving failure probabilities of structural system,the calculations of correlation coefficients between the failure modes are lack of theoretical basis and accuracy,therefore,canonical correlation analysis has been introduced into structural reliability analysis,and the correlation between the failure modes has been explained reasonably; It has been proved that the correlation between the failure modes can be described by the second canonical correlation coefficients accurately; The correctness has been checked by typical numerical examples.

关键词： Structural system failure modes reliability canonical correlation analysis correlation coefficients

作者: Weidong Chen Jiancao Li Yanchun Yu Wenmiao Yang Fengchao Zhang

作者单位: School of Astronautics and Civil Engineering, Harbin Engineering University, Harbin 150001,P.R.China

会议类型: 国际会议

会议名称: The Twelfth International Symposium on Structural Engineering (第十二届结构工程国际研讨会)

会议地点: 武汉

会议语种:英文

页码: 423-427

在线出版日期: 2012-11-17（万方平台首次上网日期，不代表论文的发表时间）