本文采用目前相对精确的验算点法对某边进行稳定概率分析，并与安全系数作比较。
The paper adopted a relative precision method of probability analysis of slope stability-design point method, and compared to traditional safety coefficient assessment.
边坡稳定一阶可靠度分析的常用方法是验算点法，该方法在求解可靠指标时需要进行迭代计算。
Design point method, in which the iterative calculation is needed to computer the reliability index, is usually used for first-order reliability analysis of slope.
将递推随机有限元法与验算点法结合，提出了一种基于递推随机有限元法(RSFEM)的随机结构可靠度指标计算方法。
Based on recursive stochastic finite element method (RSFEM), a random damage identification method for frame and infilled frame structures was developed.
本文根据桥渡冲刷理论，应用结构可靠度计算方法中的验算点法，建立了桥渡冲刷可靠度计算的数学模型，并给出了具体算例。
Based on the theory of bridge crossing scour, the reliability calculation model is established with checking point method, and the model is tested by the sample bridge crossing.
以国内广泛使用的传递系数法的平衡方程为基础，运用“国际结构安全度联合委员会(JCSS)”推荐的验算点法建立土坡稳定性概率分析模型。
Based balance equation of transfer coefficient method that widely used in domestic, applying checking point method recommended by JCSS, establish probability analysis for stability of slope model.
运用单质点法进行抗震计算，主要介绍单层筒仓抗震验算简化法。
Carrying out aseismatic calculation by one-particle method, the paper mainly introduces the short cutting method of checking single layer aseismatic silo.
运用单质点法进行抗震计算，主要介绍单层筒仓抗震验算简化法。
Carrying out aseismatic calculation by one-particle method, the paper mainly introduces the short cutting method of checking single layer aseismatic silo.
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