The algorithms get optimization point in infinite steps or get a series of points, whose limit points are optimization points.
该算法在有限步达到最优点或产生一系列点，且其极限点是最优点。
The tangent stiffness matrix is obtained from the engineering strain and the principle for determining the limit point and bifurcation point is given.
由工程应变推导出几何非线性的切线刚度矩阵，并给出判断分歧点与极限点的准则，最后用一数值例题说明该方法的分析过程。
Molecular net, ideal S-limit point and S-accumulation point are introduced into LF topological space, and the condition and property of S-convergence and S-accumulation are discussed.
在LF拓扑空间中引进分子网和理想的S极限点和S -聚点的概念，并讨论s -收敛与S -聚于的条件及其性质。
Molecular net, ideal S-limit point and S-accumulation point are introduced into LF topological space, and the condition and property of S-convergence and S-accumulation are discussed.
在LF拓扑空间中引进分子网和理想的S极限点和S -聚点的概念，并讨论s -收敛与S -聚于的条件及其性质。
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