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| Non - probabilistic Reliability Researchonthe Lining Structure Systems ( Interval Interference Situation |
| WANG Jing - chun1，KANG Jian - chao2，HOU Wei - hong1 |
| (1. ShijiazliuangTiedao University， Shijiazhuang，Hebei 050043， China; 2. Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education， ShijiazhuangTiedao University，Shijiazhuang，Hebei 050043， China) |
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Abstract Abstract ： Research purposes ： In the program of non - probabilistic reliability analysis of lining structure， stress and intensity interval interference will occur when the non - probabilistic reliability index is 0 < < 1. At the same time when analyzing reliability of tlie lining structural system，failure probability of each unit system usu^ly was calculated by using the traditional methods based on probability theory and fuzzy theory. In this paper， the stress – strength interference model was proposed，the ratio of tlie area of failure region to the total area of tlie region constructed by the basic interval variables was taken as the non - probability failure degree of lining structure and the PENT metliod was combined with the non - probabilistic reliability analysis of the whole tunnel structural system. Research conclusions:( 1 ) The problem of non - probability failure degrees of lining structure under interference situation was successful solved，which showed the non - probability failure degree having compatibility with that fromthe failure probability. (2 ) Interval interference lining structure model could be used to calculate non - probability failure of lining structural unit in the tunnel structural system. ( 3 ) The results provide a new feasible method for the tunnel structure system reliability analysis， while in the non - probabilistic reliability analysis of actual project interval interference problem also have been solved.
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Received: 21 July 2016
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2017, Vol. 34 
