The specific properties of probability about loading effect on tunnel lining structure are analyzed by FEM response surface method,and the structure reliability index is calculated by fractile method.
采用有限面方法计算隧道衬砌结构荷载效的统计特征,并结合可靠度计算的分位法进行结构可靠指标的计算。
The specific properties of probability about loading effect on tunnel lining structure are analyzed by FEM response surface method,and the structure reliability index is calculated by fractile method.
采用有限面方法计算隧道衬砌结构荷载效的统计特征,并结合可靠度计算的分位法进行结构可靠指标的计算。
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