| 1. | Under some suitable conditions , theoretical analysis shows that the sequences generated by the method converge globally to the kkt point of the point
理论分析表明在一些假设条件下，这一方法产生的序列全局收敛于问题的kkt点。 |
| 2. | And database of test of kkt - joints is produced . finally , available references for constituting and consummating of chs design formulae are given
为我国钢结构规范有关圆管节点承载力计算公式的建立和完善提供了有意义的参考。 |
| 3. | By reformulating the kkt system as a constrained equation , the algorithm generates the search direction by solving a linear equation at each iteration
通过将问题的kkt系统转化成一个约束方程，算法在每步迭代只需解一个线性方程组即可得到搜索方向。 |
| 4. | The results of full scale tests in this dissertation can reinforce international database of test and numerical analysis results for unstiffened tubular joints
本文的试验研究为国际节点数据库增添了足尺节点试验数据资料，并新增了kkt型节点的试验数据。 |
| 5. | Establishing the formulation of conventional opf problem , and applying a perturbed - kkt - conditions - based primal - dual interior point algorithm ( p - kkt - pdip ) to solve it . 3
建立了常规opf的数学模型，并采用基于扰动kkt条件的原始?对偶内点算法( p - kkt - pdip )对其进行解算； 3 |
| 6. | Establishing the formulation of total transfer capability ( ttc ) and available transfer capability ( atc ) problem of interconnected systems , and applying the p - kkt - pdip algorithm to solve it . 6
建立了联网区域的极限传输容量（ ttc斥可用传输容量（ atc ）的数学模型，并用p kktpdip算法进行解算； 6 |
| 7. | This paper presents a new interior point nonlinear programming algorithm for optimal power flow problems ( opf ) based on the perturbed kkt conditions of the primal problem with a novel data structure
基于原问题的扰动kkt条件，本文提出了一种带新数据结构的原始对偶内点算法求解电力系统最优潮流问题。 |
| 8. | The first aim of this work is to circumvent the two drawbacks just mentioned . three qp - free algorithms based on facchinei - fischer - kanzow kkt identification technique are proposed in the first chapter
在这种情况下便产生了对qp一free算法的研究，因为它的子问题只包含更易求解且计算量相对较小的线性系统。 |
| 9. | Full scale tests on six chs joints , including 2 k - joints , 3 kk - joints and 1 kkt - joints , used in roof structures of the palaestra in chang sha is carried out in this dissertation
本文对长沙贺龙体育场钢屋盖结构中的6个圆钢管相贯节点，其中包括2个k型节点、 3个kk型节点和1个kkt型节点，进行了静力单调加载的足尺试验。 |
| 10. | First , we reformulate the kkt systems of the constrained optimization problem and the symmetric variational inequality prpoblem into equivalent nonsrnooth equations by using the so called ncp functions
本文研究求解约束最优化问题和对称变分不等式kkt系统的bfgs算法。首先利用ncp函数将问题的kkt系统转化为等价的非光滑方程组。 |
