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1)  Fox-Li method
Fox-Li数值迭代
1.
When the parametersoutput mirror of hybrid resonator areis changedadjusted, we calculate the loss of the lowest-order mode with Fox-Li method.
当调节混合腔的输出耦合镜几何参数改变时,通过Fox-Li数值迭代法计算其基横模的损耗来研究腔的失调特性。
2)  Fox-Li iteration method
Fox-Li迭代算法
3)  numerical iteration
数值迭代
1.
Using the method of discretization and numerical iteration, the precise visualization results of the distributions of electric field and charges are obtained by Matlab numerical simulation.
利用离散化与数值迭代的方法,通过Matlab数值仿真得出了其电场和电荷分布的较精确的可视化结果。
2.
With the numeric calculating method applied to the reservoir flood routing operation,we introduced the numerical iteration,a new method which makes porgramme designing for flood routing operation easier.
将数值算法应用于水库防洪调算 ,提出一种适宜计算机程序设计的调洪演算新方法———数值迭代法 。
4)  value iteration
数值迭代
1.
By the equivalent Markov process, formulas of performance potentials and average-cost optimality equations for SMCPs are derived, and a policy iteration algorithm and a value iteration algorithm are proposed, which can lead to an optimal or suboptimal stationary policy in a finite number of iterations.
利用等价Markov过程的方法,导出了SMCP的性能势公式和平均代价最优性方程,给出了求解最优或次最优平稳策略的策略迭代算法和数值迭代算法,并证明了算法的收敛性。
2.
A fast value iteration algorithm, which leads to an ε optimal stationary policy, is proposed and the convergence of thi.
文章采用无穷小生成元和性能势的基本性质 ,直接导出了平均代价模型在紧致行动集上的最优性方程及其解的存在性定理 ,提出了求解ε 最优平稳控制策略的数值迭代算法 ,并给出了这种算法的收敛性证明 。
5)  numerical iterative
数值迭代
1.
When the Jacobian matrix is rank-deficient or very ill-conditioned in numerical iterative process to solve the nonlinear least square problem,more methods with standard approaches such as the gauss-newton method or modified gauss-newton method will be in failure.
当非线性最小二乘问题的数值迭代解算方法其Jacobian矩阵是秩亏或者严重病态时,诸多方法如高斯-牛顿法、修正高斯-牛顿法等将会失效。
6)  numerical iteration method
数值迭代法
1.
A numerical iteration method with one-dimension nonlinear mechanical modeling was (created) to analyze the transverse cracking of continuously reinforced concrete pavement subjected to (temperature) and drying shrinkage with consideration of the nonlinear bond slip between steel bar and (concrete) and the (nonlinear) friction slip between concrete slab and subgrade.
考虑钢筋与混凝土之间的非线性粘结滑移关系及混凝土面板与地基之间的非线性摩阻滑移关系,采用数值迭代法建立了连续配筋混凝土路面在温缩和干缩作用下横向开裂的一维非线性力学分析方法,从而同时获得裂缝间距、裂缝宽度与钢筋应力3个设计指标的结果,编制了迭代法计算程序CRCPAP。
补充资料:层层迭迭
1.见"层层迭迭"。
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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