A new point-evaluation method for structural system reliability analysis is proposed based on conditional probability and numerical analysis method.
以条件概率和数值分析方法为基础，提出了一种新的结构体系可靠度点值估算方法，并通过算例说明了该法的应用。
The paper intended to research the global optimization problem of the structural system of anti-slid pile with anchored rod based on the reliability analysis.
本文基于锚杆—抗滑桩的研究现状，在可靠性分析的基础上，对锚杆—抗滑桩结构系统的全局优化问题进行了研究。
According to the difficulty and complexity of the analysis on structural system reliability, an effective method to calculate space frame structure with Monte Carlo method was proposed.
针对结构体系可靠性分析的困难和复杂，运用蒙特卡洛有限元法，提出一种分析空间框架结构体系的可靠性方法。
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