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。

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Based on the physical meanings of structural reliability index, the optimization model of flood discharging risk is established in this paper, and the global PSO is introduced to solve the model.

基于结构可靠度指标的物理含义，建立了水库泄洪风险计算优化模型，并引进了粒子群全局优化算法对该模型进行求解。

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