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
构荷载效应的统计特征,并合可靠度计算的分位
法进行构可靠指标的计算。
声明：以上例句、词性分
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构荷载效应的统计特征,并合可靠度计算的分位法进行构可靠指标的计算。
声明：以上例句、词性分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
算隧道衬砌结构荷载效应的
征,并结合可靠度算的分位法进行结构可靠指标的算。
：
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，其表达
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
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。
声明：以上例句、词性分类均由互联网资源自
，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
隧道衬砌
荷载效应
统特征,并合可靠度分位法进
可靠指标。
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
句、词性分类均由互联网资源自动生成，部分未经过人工
，
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。
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，其表亦不代表本软件的观点；若发现问题，欢迎向我们指正。