基于网络坐标的无结构P2P节点聚类算法

结合遗传聚类算法及K均值算法,提出一种混合的节点聚类算法,在无结构P2P网络中根据节点之间的距离进行聚类,可以优化其覆盖网络,提高系统的路由效率。实验结果表明,该算法具有良好的可靠性及可扩展性,能对节点进行有效聚类,且聚类后的节点平均延迟明显降低。     

一种中频接收电路的版图设计

利用Cadence版图设计工具采用B300工艺对一种中频接收电路芯片的版图设计实例,阐述了模拟集成电路版图的设计过程,论述了包括单元库建立、布局、布线、设计规则检查（DRC）和版图对照原理图检查（LVS）等在内的设计步骤以及进行每一步骤的具体方法,尤其对布局和布线这样的关键步骤进行了重点讨论。最后给出了完整的芯片版图。     

基于遗传模拟退火算法的门阵列布局方法

为实现门阵列模式布局,将遗传算法与模拟退火算法相结合,提出一种新的遗传模拟退火算法,利用遗传算法进行全局搜索,利用模拟退火法进行局部搜索,在进化过程中采用精英保留策略,对进化结果进行有选择的模拟退火操作,既加强了局部搜索能力又防止陷入局部最优。实验结果表明,与传统遗传算法相比,该算法能够有效提高全局搜索能力。     

An algorithm ofk-line location for BBL in LSI/VLSI

In this paper, aK-line location algorithm for building block cells in LSI/VLSI is presented. When the relative positions of rectangular cells are given, there are 2 states according to the two orientations of a cell. It is proved that to find the optimum solution from the 2^N states can be reduced to calculate theN states inK-line algorithm. So the algorithm is shown very effective and can be used with association for cluster method in BBL placement. Under certain conditions, this method can also be used to pesudo BBL placement directly.     

基于社会关系感知的边缘网络缓存策略

针对当前的边缘缓存策略存在的传输时延高、对较小区域中用户社会关系感知不足的问题,结合热点内容平均流行度和用户兴趣度,提出基于社会关系感知的边缘缓存策略.首先,根据热点内容平均流行度和用户兴趣度,估算用户需求,用户需求相似度反映了用户的社交关系强度;然后,依据用户的关系强度选择用户作为辅助缓存位置;最后,综合考虑缓存位置的选取和用户需求的选择,设计了基站协作缓存、用户辅助缓存的联合缓存策略.仿真实验表明,所提缓存策略相比较于传统的缓存策略在缓存命中率和系统缓存时延上均有一定的提升.     

Optimal placement of metallic dampers for seismic upgrading of multistory buildings based on a cost‐effectiveness criterion using genetic algorithm

In this paper, an optimal placement methodology for metallic dampers is proposed to upgrade the seismic performance of multistory buildings. Most previous studies on optimal damper placement (ODP) problems have been focused on minimizing the seismic responses, whereas the present study aims to utilize the minimum total cost of dampers to achieve a prescribed level of seismic response. To this end, the optimization objective is constructed based on a cost‐effectiveness criterion, and the optimization constraint is defined based on a desired level of seismic response. An improved integer‐coded genetic algorithm is presented for solving the ODP problem. A 16‐story shear building is illustrated to verify the proposed optimal placement methodology. It is shown that the proposed methodology can be used to achieve the predetermined performance level while minimizing the retrofitting cost. Moreover, different algorithms, objective functions, and levels of accuracy on the optimization are also compared. Finally, a two‐step optimization approach is proposed for achieving better placement schemes with less computational efforts.     

从用户角度看芯片贴装头技术

现代制造商一直特别看重在变动过程中迅速重新配置平台型贴装机的灵活性,以便能够对变动后的产品实现最优的贴装能力.现在,平台型贴装设备上提供的新一代贴装头技术扩展了这些系统的能力,可以提供高速芯片贴装功能,实现能够在不需重新配置,不会影响精度、良品率或产能的情况下,贴装常用的各种元件.它能使未来几代装配商将从更加灵活、自适应和精确的贴装头中受益,他们将提高利用率,大大降低变动时间,明显减少支持高速度、低成本、快速交货周期制造环境所需的反应时间.     

圆片级封装的凸点制作技术

圆片级封装是一种先进的电子封装技术,近年来,圆片级封装技术的发展速度很快,主要应用于系统级芯片、光电器件和MEMS等.凸点制作是圆片级封装工艺的关键工序,目前凸点制作工艺方法有多种,重点介绍常用的电镀法、植球法和蒸发沉积法凸点工艺,分别介绍这三种凸点制作技术的工艺流程、关键技术.     

贯流式机组水电站厂房底板施工期温度场仿真分析

对于水电站厂房这样结构复杂的大型水工结构,提出了将国外著名的大型有限元计算软件与自主开发的温度场、温度应力仿真计算程序相结合的方法,解决了在仿真中实现三维空间内混凝土跳仓浇筑的困难,并对某水电站厂房底板进行了仿真计算分析。利用此方法,工程人员可以根据具体的施工方案、浇筑顺序方便地进行温度场、温度应力仿真分析,掌握温度分布情况,及时采取减小温度应力的相应温控措施。     

Iterative step‐by‐step procedure for optimal placement and design of viscoelastic dampers to improve damping ratio

In this study, an iterative step‐by‐step procedure is proposed for optimal placement and design of viscoelastic dampers in order to achieve a target damping ratio based on simple equations and quick estimation. Through the procedure, the dampers are placed one by one in stories with maximum interstory drift at each sequence. Effect of lateral stiffness of added dampers and consequent changes in frequency of the structure as well as changes in damping characteristic of the structure after adding each damper are also considered at each sequence. In order to achieve an economical design, dampers are designed according to the lateral stiffness at each story of the main structure instead of using identical dampers in all stories. During the whole procedure, a time‐history analysis is performed at each sequence. Two numerical examples, including an 8‐story and a 15‐story building, are presented. The results indicate that optimal arrangement of dampers has a considerable influence on reduction of roof displacement up to 25% compared to uniformly distributed arrangement of dampers. In addition, with optimal arrangement, the number of dampers needed to achieve a specific interstory drift is significantly reduced, and the structural damping ratio is improved to a target value, reflecting global optimality of the proposed method.