1·And gives the formulae of iteration direction and step length.
并给出了迭代方向和步长的计算公式。
2·Meanwhile, a new method of calculating initial step length was proposed.
同时，提出了新的一维搜索初始步长的约束方法。
3·The method of reliability analysis was a limit step length iteration method(LSLIM).
其中，可靠指标的迭代求解方法是有限步长迭代法。
4·This controller realizes IMMD algorithm by equal step length searching, and good results have been achieved.
该控制器用等步长搜索方法，实现了IMMD算法，获得了满意结果。
5·Next initial step length is modified to avoid too great estimation of modification when direction is not ideal.
对初始步长进行了修正，以避免方向不理想时时修正量的过大估计。
6·The relation between the test accuracy with the number of measure spots and calculation step length was analyzed.
分析了测速误差、精度与测点数、外推步长的关系。
7·Furthermore, the improved algorithm achieves the shift-acceleration of patterns and flexibly controls the step length.
该算法通过对模式的移位加速和移动步长的灵活控制，使平均移动步长得到很大提高。
8·The convergent rate of the network was improved by inducting the dynamic step length and the coefficient of inertia item.
通过引入动态步长和惯性项系数提高了网络收敛速度。
9·According to the total stress-strain tests, the expression of caving step length of roof is validated combining with the observed data.
根据岩石的全应力应变试验，结合现场实际观测数据，对以应变为指标的岩梁断裂步距表达式做了初步验证。
10·It is also proved that the step length after subsection is less than or equal to one pixel unit, so the curves drawn are equally smooth.
而且可以证明分段后所绘制曲线的步长小于等于一个象素，这样就保证了分段后所绘制曲线的平滑。