Reliability calculation process of internal stability was simulated by Monte-Carlo method. Superior calculation accuracy of design point method was proved by error analysis.
运用蒙特卡罗法模拟了支护结构内部稳定性可靠度计算过程,模拟结果表明,验算点法计算出的结构可靠度指标具有较高的计算精度。
参考来源 - 边坡土钉支护结构可靠度分析Using JC method for iterative analysis, getting reliability index of a firm system of a pre-stressing anchorage.
按验算点法进行迭代计算，得到锚固体系的可靠性指标。
参考来源 - 预应力单孔锚具结构可靠性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
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.
应用推荐