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Finally,we deal with the stability problem of the Bergman kernel,i.e.,do theBergman kernels of〓converge to the Bergman kernel of D on compact subsets of〓where〓is a sequence of bounded domains converges to a bounded domainD in the sense of Boas?

最后我们研究Bergman核的稳定性问题,即,若一列有界域〓按Boas意义下收敛于一个有界域D,是否有〓的Bergman核在〓上局部一致地收敛到D上的Bergman核?

Finally, we deal with the stability problem of the Bergman kernel, i.e., do the Bergman kernels of D_k. converge to the Bergman kernel of D on compact subsets of D × D where D_k i-s a sequence of bounded domains converges to a bounded domain D in the sense of Boas?

最后我们研究Bergman核的稳定性问题,即,若一列有界域D_k按Boas意义下收敛于一个有界域D,是否有D_k的Bergman核在D×D上局部一致地收敛到D上的Bergman核?

The convergence of them is proved, i.e if the parameters estimation is consistent, then self-tuning fusion estimator will converge to the optimal fusion estimator with known model parameters and noise statistics, and the accuracy of self-tuning fusion estimator is higher than that of each local self-tuning estimator.

证明了它们的收敛性,即若ARMA新息模型的参数估计是一致的,则自校正信息融合Wiener估值器将收敛于当模型参数和噪声方差己知时的最优信息融合Wiener估值器,且自校正信息融合Wiener估值器的精度高于每个局部自校正Wiener估值器。

If the topology is fixed and time-invariant, the consensus value of discrete-time systems also globally asymptotically converges to the convex combination of initial states, which is identical to continuous systems.

如果多智能体网络系统的拓扑结构没有改变,在离散状态下系统的一致平衡点仍收敛于初始状态的凸组合,并且离散状态下系统的一致平衡点与连续状态下系统的一致平衡点相等。

Second, we prove that consensus value of continuous time-invariant systems converges globally asymptotically to the convex combination of initial states, thus, determining the consensus value of the non-balanced topology.

对于多智能体网络连续系统,该系统的一致平衡点最终收敛于初始状态的凸组合,本文最终确定了非平衡拓扑结构的一致平衡点。

We obtain these theorems on the isometry groupsof pinched Hadamard manifolds under Condition A.

特别是在三维双曲情形,条件A等是自然满足的,因此我们所得到的代数收敛性定理、极限定理和收敛性定理与平面上的经典情形一致。

This paper discusses convergence of Ishikawa iteration sequence and existence of fixed points for set-valued nonexpansive mapping in uniformly covex Banach space, and the conditions are shown which guarantee the convergence of the iteration sequence to a fixed point.

讨论了δ集值非扩张映象在一致凸Banach空间中不动点非空的充分必要条件与Ishikawa迭代序列的收敛性及确保迭代程序收敛到不动点的条件,所得结果是单值非扩张映象的推广和发展。

Based on some results given by K Tan and H K Xu[1] proved, the convergence of three-step iterations of uniformly Lipschitz asymptotically nonexpansive mapping on a compact subset of a uniform convex Banach space had proved.

引入一致李普希兹的概念,然后在一些已有结果的基础上,证明一致凸Banach空间的紧子集上的一致李普希兹渐进非扩张映射的三步迭代序列的收敛问题。

Based on long-term monitoring convergence deformation of Wuqiaoling deep-buried long tunnel, this paper analyzes convergence deformation regularity of two parallel main tunnels. Results show the left main tunnel's convergence obviously exceeds that of the right, because the right main tunnel's construction absorbs the experience of the left main tunnel. Furthermore, authors research on rheology rule of Wuqiaoling tunnel by FLAC(superscript 3D). Numerical analysis result basically is consistent with actual measurement result. Finally, 6 principles to dispose soft wall rock rheology are presented.

首先,在对乌鞘岭深埋长隧道进行长期围岩收敛变形的基础上,分析乌鞘岭深埋长隧道左、右主洞的收敛变形规律,其研究结果表明左线主洞的收敛变形均大于右线主洞,这是由于进行右线主洞施工时吸取了左线施工的经验;然后,利用FLAC(上标 3D)对乌鞘岭深长隧道软弱围岩流变进行数值研究,数值分析结果与实测结果较为一致;最后,提出对软弱围岩流变进行工程治理的6条原则。

Based on long-term monitoring convergence deformation of Wuqiaoling deep-buried long tunnel, this paper analyzes convergence deformation regularity of two parallel main tunnels. Results show the left main tunnel's convergence obviously exceeds that of the right, because the right main tunnel's construction absorbs the experience of the left main tunnel. Furthermore, authors research on rheology rule of Wuqiaoling tunnel by FLAC^3D. Numerical analysis result basically is consistent with actual measurement result. Finally, 6 principles to dispose soft wall rock rheology are presented.

首先,在对乌鞘岭深埋长隧道进行长期围岩收敛变形的基础上,分析乌鞘岭深埋长隧道左、右主洞的收敛变形规律,其研究结果表明左线主洞的收敛变形均大于右线主洞,这是由于进行右线主洞施工时吸取了左线施工的经验;然后,利用FLAC^3D对乌鞘岭深长隧道软弱围岩流变进行数值研究,数值分析结果与实测结果较为一致;最后,提出对软弱围岩流变进行工程治理的6条原则。

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别告诉母亲我们要干的事,那会把事情搞糟的。

In recent years, application of the partial prestressed concrete beam s is developed.

近年来,随着部分预应力砼梁应用的推广,发现我国规范所采用的名义拉应力法的计算结果不稳定。

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高尔基曾说:"如果不是书籍的话,我就要被愚蠢和下流淹死。"