Bridge structure fatigue process is a large number of factors that influence the extremely complex phenomenon, most influence factor is essentially random. In this paper the limit state equation on the basis of analysis, numerical characteristics of random variable. Introduction of the first order two moment method, based on the curve and the Miner linear cumulative damage rule of high speed railway spatial rigid frame shear pin structure fatigue life reliability assessment.
关键词
高速铁路/剪力销/疲劳/S-N/曲线/疲劳可靠性
Key words
high speed railway/shear pin/fatigue/S-N curve/fatigue reliability
万方数据