Therefore, the identification of the worst failure mode and the establishing of the corresponding performance equation are critical problems of the reliability analysis of fuzzy structural systems.
因此,最危险失效模式的识别及对应极限状态方程的建立是模糊结构系统可靠性分析的关键问题。
Through the introduction of main limit analysis theorem, this paper deduces the calculating equation of highway slope critical height in accordance with the two main stability failure.
通过对极限分析法主要定理的介绍 ,针对公路边坡失稳的两种主要情况 ,详细地推导出了公路边坡临界高度的计算公式 。
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