构件的抗力概率模型是进行桥梁结构时变可靠性研究的基础之一。
The resistance probability model is the foundation for study on time-dependent reliability of bridge.
最后讨论了概率函数的对称性。
Finally, the symmetry of probability function has been discussed.
利用概率论知识，本文作了详细的理论分析，论证了方案的可行性。
Through probability theory, specific analysis is made to demonstrate the feasibility of the method.
但针对概率潮流问题，目前在相关性控制方面仍待改善。
But there are still some problems in controlling correlation in probabilistic load flow.
分析了概率体系和非概率体系下可靠性度量方法的相互关系。
The relationship between the two types of measure methods was analyzed.
分析了概率体系和非概率体系下可靠性度量方法的相互关系。
The relationship between the two types of measure methods was analyzed.
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