In this paper, based on the non probabilistic reliability theory and robust design approach, a procedure for the robust reliability design of structures is presented.
基于非概率可靠性理论，将稳健设计和稳健可靠性的思想和方法用于结构设计，提出了结构的稳健可靠性设计方法。
Since Continuously Reinforced Concrete Pavement (CRCP) has got some application in China, probabilistic design based on reliability theory has not been used completely in the design procedure.
连续配筋混凝土路面(CRCP)在我国有了一定的应用，其设计还未完全采用基于可靠性理论的概率设计法。
An approach for enumerating the significant failure mode for non-probabilistic structures, and a procedure for non-probabilistic reliability analysis of structural systems were put forward.
给出了非概率结构体系主要失效模式的识别方法，和结构体系的非概率可靠性分析方法。
A successive approximation solving procedure of interval model was put forward, and the non-probabilistic index expression and its analysis method of deep rock around roadway was formed.
提出了区间模型的逐步逼近求解程序，构建了深部坑道围岩稳定的非概率指标及其分析方法。
A successive approximation solving procedure of interval model was put forward, and the non-probabilistic index expression and its analysis method of deep rock around roadway was formed.
提出了区间模型的逐步逼近求解程序，构建了深部坑道围岩稳定的非概率指标及其分析方法。
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