摘要
本文就隧道衬砌结构可靠性分析中的计算模型、基本变量及其统计特征、极限状态及可靠性指标等几个关键问题进行了探讨,并以算例说明本文的思路是可行的,计算结果是合理的。文中阐述的方法,可作为按可靠性理论修订铁路隧道设计规范的一条可行途径。
In this paper, we study several key problems concerning the reliability analysis for railway tunnel lining structure, such as the computing models, basic variables and their statistical characteristics, limit statè equations and reliability index. The feasibility of the conception in composing this paper and the reasonableness of the computing results are shown by examples. The method described in this paper may be looked on as a feasible way of modifying the design specifications of railway tunnels according to the reliability theory.
出处
《铁道学报》
EI
CAS
CSCD
北大核心
1992年第1期63-68,共6页
Journal of the China Railway Society
基金
甘肃省自然科学基金
关键词
隧道
衬砌
可靠性
铁路隧道
tunnel lining, reliability theory, 'structure-loading'model
