根据提出的可靠度计算理论和方法，编制了基于一次二阶矩和JC法的可靠度计算程序。
Secondly, the procedure of tunnel lining based on First Order Second Moment(FOSM) and JC method is presented to calculate the reliability of tunnel lining.
建立马尔可夫模型并由马尔可夫状态转移概率矩阵计算出程序的可靠度。
We also present how to compute the reliability of a program based on factoring method and Markov model.
提出了基于有限单元法求解偏压隧道衬砌结构可靠度的方法，开发了实用计算机程序，并给出实际算例。
This paper presents a method, based on the finite element, to compute the structural reliability of bias tunnel lining. Authors compile a practical program and give an example.
结合改进的JC法，提出了高坝坝基失稳可靠度的计算方法，并开发了相应的程序。
Combined with the improved JC method, a method for calculating the reliability of dam foundation failure was proposed, and the corresponding program was developed.
并对直接积分法在系统可靠度计算中的应用进行了研究，编制了相应的分析程序。
The paper also investigates the direct numerical integration method to calculate the reliability of struacture and develops a computer program.
按照现行规范编制了计算机程序求解极限状态方程，得出粘钢加固柱的可靠度指标。
And a computer program is developed as per the current specifications to obtain the reliability index of steeled columns through resolving the limit state equation.
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。
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。
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.
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