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《Underground Space》 2003-01
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Study of Reliability of Composite Tunnel Linings

YANG Lin de et al  
In this paper, the ultimate limit states of composite tunnel linings are discussed. The point of view that the failure of the second lining would lead to structural failure is proposed. The numerical simulation, continued fraction approximation and JC method are employed for the reliability calculation of composite tunnel linings. During the calculation of reliability, the deterministic structural analysis and FEM can be used directly. The correlation between the random variables and their different probability distribution are also considered. The moment of supporting as a random variable during the calculation of reliability is proposed due to its effect on stressed state of composite tunnel linings.
【Fund】: 上海市重点学科建设项目资助
【CateGory Index】: U455.7
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