摘要
运用信息熵的概念和最大熵原理建立功能函数的熵概率密度函数模型,以计算水闸闸室抗滑稳定的失效概率,采用Matlab6. 5语言编制了相应的计算程序.算例结果表明,用最大熵法计算水闸闸室的抗滑稳定可靠性是可行的.
The failure probability of the stability against sliding for gate chambers is calculated by an entropy probability density function model, which uses the information entropy concept and the principle of the maximum entropy to develop the functional function. And the corresponding calculation program is developed by using Matlab 6.5. Calculation results of the sample show that it is feasible using the principle of the maximum entropy to calculate the stability against sliding for gate chambers.
出处
《水利水运工程学报》
CSCD
北大核心
2005年第1期47-51,共5页
Hydro-Science and Engineering
基金
内蒙古自然科学基金资助项目(20010905)
