Authors presented main cable safety factors assessment of long-span suspension Bridges based on inverse reliability method.
提出了一种基于逆可靠度法的大跨悬索桥主缆安全系数评估方法。
The program can use the inverse reliability method and Limit equilibrium method to evaluate stability of slope with multilayer and arbitrary slip surface. It facilitates comparison of results.
该程序操作简便，适用于多岩土层非均质任意形状滑裂面边坡稳定分析，具有边坡稳定确定性分析和逆可靠度分析两大功能，便于计算结果的比较分析。
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