变焦-临界穿透束流极值法测量电子束流动态焦点——一种焦点测量方法介绍

通过试验研究发现了电子束焊接过程中工件传导电流的传导比均值与输入束流的函数规律，函数的极大值是电子束焊接动态过程工件被穿透的临界状态转变点。利用电子束焊接过程的临界穿透束流特性，讨论了电子束受金属蒸气影响后的焦点状态与漂移空间传输的电子束焦点状态存在不同特性，提出了一种测量电子束焊接过程动态焦点的方法，变焦-临界穿透束流极值焦点测量法。     

Nb-Ti连铸坯热芯大压下轧制动态再结晶行为研究

采用热模拟单道次压缩实验，研究了Nb-Ti连铸坯热芯大压下轧制中动态再结晶行为及奥氏体晶粒转变规律。结果表明，变形温度越高，应变速率越低，发生动态再结晶的临界应变值越小，动态再结晶越充分。在变形温度1 350 ℃，继续增加应变至0.8和增加应变速率至10 s^-1，奥氏体晶粒尺寸并未得到进一步细化，反而较应变0.5和应变速率5 s^-1下的奥氏体晶粒更加粗大。这是因为高温粘塑性区的金属晶间粘性流动增加，位错增殖速度增大，在动态再结晶过程中会重新形成新的无畸变再结晶晶粒，这些新的无畸变晶粒的亚动态再结晶动力学极快，在较大驱动力下使奥氏体晶界快速迁移，从而使奥氏体发生一定程度的粗化。     

移动无线传感器网络连通性自主恢复算法

无线传感器网络(WSNs)中关键节点故障会将网络分割成多个不连通的分区,给网络性能带来严重影响.而无线传感器网络往往布置在人工难以干预的偏僻恶劣环境中,网络连通性的自主恢复尤其重要.提出一种自主网络分区检测和连通性恢复(APDCR)策略,容忍无线传感器网络中关键节点的故障.APDCR首先基于1跳邻居和部分2跳邻居信息提出一种新的关键节点识别算法,然后给出关键节点的备用节点的选取算法和网络连通性恢复算法,最后扩展算法处理两个节点同时故障时网络不连通问题(2-APDCR).模拟实验结果表明了算法APDCR的有效性.     

基于节点RSSI值与临界RSSI比例的跳数修正和跳距重估的DV-HOP算法

为了减少传统DV-Hop定位算法对未知节点定位时产生的较大误差,提出了一种基于节点RSSI值与临界RSSI比例跳数修正和跳距重估的DV-HOP算法。首先,采取节点RSSI值与临界RSSI比例来修正跳数,得到修正后的跳数;然后利用修正后的跳数求解跳距均衡系数对平均跳距进行穷尽三角组合加权修正,得到修正后的跳距;最后,将修正后跳距与通信半径进行比较,偏差最大和最小的跳距不参与计算,再求剩余跳距值的均值得到平均每跳距离。仿真结果表明：在相同的网络环境下,与经典的DV-Hop算法相比,文中算法仅需要节点通信芯片具有RSSI指示功能,并不需要其它额外的硬件,有效降低了定位误差;与其他DV-Hop修正算法相比,该算法同样也具有降低定位误差的优势。     

流域水文模型在临界雨量分析中的应用研究

为提高无资料地区临界雨量分析结果的精确度,采用双曲正切产流模型和单位线流域汇流模型,结合山西省清凉寺沟流域水文下垫面产汇流模型参数,对实测暴雨洪水进行了模拟分析。结果表明:径流深及洪峰流量的合格率均为75%,参数是合理、可靠的,据此得出了该流域不同流量级时的临界雨量。     

On Constrained MMVC of Discrete‐Time First‐Order Linear Stochastic Systems with PSI I: The Critically Stable Case

This paper is devoted to the study of the modified minimal variance control (MMVC) of discrete‐time first‐order linear critically stable stochastic systems with prospective strong intervention (PSI) and control input constraints. Due to different evolutionary characteristics of systems with PSI, that is, the two modes of tending to infinity and having bounded oscillations, the discrete‐time first‐order linear critically stable systems can be partitioned into two types regarding the signs of a key system parameter a. A necessary and sufficient condition for the state mean convergence of a system with a = 1 is derived and the corresponding design of MMVC is formulated. For the critical stable system with a =? 1, its oscillation amplitudes of state means can be effectively suppressed or the means can converge under control. Finally, the effectiveness and advantages of the proposed control strategies comparing with MVC are confirmed by numerical simulations.     

μC／OS—III为缩短中断关闭时间作出的改进

本文介绍了实时内核的中断机制,研究了μC／OS-III为缩短中断关闭时间做出的改进。通过对比μc／OS—II以及μC／OS—III的中断管理办法,分析μC／OS—III在哪些方面作出了改进。这些改进使得μC／OS—III的实时性能得到显著提升,使得μC／OS—III的中断关闭时间大大缩短。     

Justifications,Strategies, and Critical Success Factors in Successful ITIL Implementations in U.S. and Australian Companies: An Exploratory Study

Abstract

A growing number of organizations are implementing the ITIL (IT Infrastructure Library) “best practice” framework in an attempt to improve their IT service management processes. However, not all ITIL implementations are successful and some companies have been disappointed with the outcomes. This exploratory research reports on four case studies of “successful” implementations of IT service management using the process-based ITIL V2 framework. Two companies are located in the U.S. and two in Australia. The cases demonstrate a mix of implementation justifications and strategies. Critical success factors (CSFs) suggested in the literature are compared against those attributed to these successful ITIL implementations. Some CSFs, including executive management support, interdepartmental communication and collaboration, use of consultants, training and careful software selection are confirmed. Three new CSFs are identified: creating an ITIL-friendly culture, process as a priority, and customer-focused metrics. Practitioner guidelines, to assist IT managers, who are contemplating adopting ITIL for process improvement and organisational transformation, are also provided together with some challenges encountered and their associated resolutions.     

多出水口蓄水池的三维数值模拟

本文运用FLUENT软件对不规则蓄水池在3种不同流量下的水流流场进行了数值模拟,得出 不同流量下流场中不同点沿水深方向的流速分布,并将数值计算结果与物理模型实验结果进行比较, 发现两者比较吻合。表明:FLUENT软件模拟不规则蓄水池水流流场是基本可行的。     

拱桥桥孔过流能力的计算方法

通过实例详细介绍了不规则过流断面临界水深等参数的求解过程,提出了计算拱桥桥孔过流能力的方法,对工程设计有一定的借鉴意义。