Firstly, the isoprobabilistic transformation is adopted to transform the non-normal variables into the standard normal ones.
首先采用等概率变换原则将非正态变量等效为标准正态变量。
The distribution form of safety factor is standard normal distribution while soil parameter distribution is normal or lognormal distribution.
土性参数的分布形式取正态分布或者对数正态分布时,安全系数的分布均呈标准正态分布;
The table of standard normal distribution was handled correctly by use of Raphson numerical integral, by this way, the optimum design was connected with reliability design organically.
文中提出采用辛卜生数值积分较好地处理了正态分布数值表,从而将优化设计与可靠性设计有机地结合起来。
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