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.
采用有限元响应面方法计算隧道衬砌
构荷载效应
统计特征,并
靠度计算分位
法进行构靠
计算。
声明：以上例句、词性分类均由互联网资源自动生成，部分未经过人工审核，其表达内容亦不代表本软件
观点；若发现问题，欢迎向我们
正。
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.
有限元响应面方法计算隧道衬砌结构荷载效应的统计特征,并结合可靠度计算的分位法进行结构可靠指标的计算。
声明：以上例句、词性分类均由互联网资源自动生成，部分
人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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.
采用有限元响
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。
声明：以上例句、词性分类均由互联网资源
成，部分未经过人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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.
采用有限元响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。
声明：以上例句、词性分类均由互联网资源成，部分未经过人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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.
采用有限元响应面方法计
隧道衬砌构荷载效应统计特征,并合可靠度计
位法
构可靠指标计。
声明：以上例句、词性
类均由互联网资源自动生成，部未经过人工审核，其表达内容亦不代表本软件观点；若发现问题，欢迎向我们指正。
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.
有限元响应面方法计算隧道衬砌结构荷载效应的统计特征,并结合可靠度计算的分位法进行结构可靠指标的计算。
声明：以上例句、词性分类均由互联网资源自动生成，部分人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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
响应面方法计算隧道衬砌结构荷载效应的统计特征,并结合可靠度计算的位法进行结构可靠指标的计算。
声明：以上例句、词性类均由互联网资源自动生成，
经过人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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.
采用有限元响应面方法
道衬砌结构荷载效应的统特征,并结合可靠度的分位法进行结构可靠指标的。
声明：以上例句、词性分类均由互
源自动生成，部分未经过人工审核，其表达内容亦不代表本软件的观点；若发现问题，欢迎向我们指正。
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.
采用有限元响应面方法计算隧道衬砌结构荷载效应的统计特征,并结合可靠度计算的分位法进行结构可靠指标的计算。
声明：以上例句、词性分类均由互联网资源自动生成，部分未经过人工审核，其
容亦不代本软件的观点；若发现问题，欢迎向我们指正。