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区间可靠性分析方法及在地下隧道结构计算中的应用
引用本文:邵国建,苏静波.区间可靠性分析方法及在地下隧道结构计算中的应用[J].计算力学学报,2013,30(1):71-75.
作者姓名:邵国建  苏静波
作者单位:1. 河海大学工程力学系,南京,210098
2. 河海大学港口海岸与近海工程学院,南京,210098
基金项目:国家自然科学基金(50978083)资助项目.
摘    要:基于工程结构不确定性的区间分析方法,本文将区间分析方法与可靠性分析方法相结合,探讨了一种可以获得区问可靠指标的可靠性分析方法.依据结构失效准则确定的功能函数在一定区间内变化,进而得出了可靠指标的变化区间,在得到区间可靠指标的同时也得到了一种反映结构稳健性的稳健可靠指标.结合区间有限元的优化计算方法,对某地下隧道结构进行了区间可靠性分析,所得区间可靠性指标合乎规律.

关 键 词:不确定性  区间分析方法  区间可靠性  稳健可靠性  地下隧道
收稿时间:2011/10/11 0:00:00
修稿时间:2012/4/10 0:00:00

Interval reliability analysis method and its application to underground tunnel structure
SHAO Guo-jian and SU Jing-bo.Interval reliability analysis method and its application to underground tunnel structure[J].Chinese Journal of Computational Mechanics,2013,30(1):71-75.
Authors:SHAO Guo-jian and SU Jing-bo
Institution:Department of Engineering Mechanics, Hohai University, Nanjing 210098, China;School of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
Abstract:Based on the interval analysis method of the uncertainty problems for engineering structures.In this paper,a new reliability analysis method for interval reliability index is gained by combining interval analysis method and reliability analysis method.The performance functions that are defined by the failure criteria of structures change in some certain intervals,so the reliability indexes change in some certain intervals.The robust reliability indexes are gained during computing interval reliability indexes.By combining interval finite element optimization computation method,the underground tunnel is analyzed by using interval reliability analysis method.The outputs indicate the tunnel is safe and reliable under given boundary water load interval and parameter intervals.The reliability indexes of top and bottom elements of tunnel structure are low,and the reliability indexes of mid elements of tunnel structure are high.That accords with the general rules.
Keywords:Uncertainty  interval analysis method  interval reliability  robust reliability  underground tunnel
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