The probabilitycharacteristics of bearing capacity of rigid pile composite foundation is analyzed.
对刚性桩复合地基承载力的概率特性进行了分析。
2
For different models, the failure probabilitycharacteristics and evaluation methods have been studied respectively.
针对不同的分布模型，分别分析了其失效概率的性质，并给出了失效概率的估计方法。
3
Then output traffic stream is converted into continuous time Markov Chain, the probabilityCharacteristics of output traffic stream are analysed and the output queues...