系统的不确定性参数是时变的，但其结构已知。
The uncertainties are time-varying but with confirmed structure.
通过正交试验研究不确定性参数变异性对砂井地基固结概率特性的影响。
The effect of coefficient of variation of uncertain parameters on the probability characteristic of consolidation for sand-drained ground is studied by the method of orthogonal experiment.
第二，考虑了具有马尔可夫跳变参数以及带有不确定性参数系统的鲁棒稳定性。
Second, robust stability of systems with Markovian jumping parameters and with uncertainties is considered.
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