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1)  equal space
等步长
1.
In this paper,the variable space finite difference method of lines is presented on the basis of equal space finite difference method of lines.
等步长有限差分线法的理论基础上 ,构造出变步长的有限差分线法格式 ,并对其进行了误差分析 。
2)  unequal step
非等步长
1.
Through the data processing, the unequal step observation sequence for deformation monitoring on the soft ground of expressway is transferred to equal step sequence.
通过对高速公路软土地基沉降变形监测的非等步长观测序列进行数据处理后,变成等步长的数据序列,运用GM(1,1)模型进行变形分析与预报,得出了有益的结论。
2.
Through the data processing, the unequal step observation sequence for expressway deformation monitoring is transferred to equal step sequence.
通过对高速公路变形监测的非等步长观测序列进行数据处理后 ,变成等步长的数据序列 ,运用GM( 1,1)模型进行变形分析与预报 ,得出了有益的结
3)  equal step method
等步长法
4)  equal-step detection
等步长探测
5)  equivalent time step method
等效时间步长法
1.
With equivalent time step method,the timetables for dispatching the commuter buses at two starting stations were given,showing that 49 buses were needed and they had to be dispatched for 440 times.
采用了时间步长法、等效法以及二者结合的等效时间步长法三种方法求解模型。
6)  different time steps
时间非等步长
1.
According to the theory of grey system,the different time steps model of GM(1 1)in the pile foundation engineering is established,and a testing method of this model is provided.
根据灰色系统理论 ,首次建立了时间非等步长的桩基工程GM (1 1)模型 ,提出了时间非等步长的桩基工程GM(1 1)模型的检验方法。
补充资料:长等短等
1.犹言左等右等。谓等待久。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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