金沙江典型水库水温影响因素敏感性分析

在拱坝温度应力计算等领域,库水温是重要的边界条件,对其计算精度要求较高,尤其对于高拱坝上游库水温而言,需要进行详细研究。库水温的影响因素较多,如河道的类型、水库的来水流量、来水温度、气象条件等,如何合理考虑各项因素对库水温分布的影响,对于计算的精确度意义重大。利用横向平均的二维水动力模型来研究金沙江上向家坝、溪洛渡、白鹤滩、乌东德等4座水动力特征相似水库的水温时空动态分布,并以典型水库溪洛渡为例,对该水库的来水流量、来水温度和气象条件等因素进行敏感性分析。研究成果可为后续几座水库的水温计算分析提供参考。     

高流态大掺量粉煤灰混凝土的研制及应用

通过混凝土配合比的正交试验及有关因素影响效果的分析,确定了高流态大掺量粉煤灰混凝土配合比的最优方案,进而成功用于最深的混凝土防渗墙工程中,为高流态大掺量粉煤灰混凝土的广泛应用提供了参考。     

论大钢模体系在剪力墙结构施工中的应用

简要叙述了大钢模施工的应用前景,着重分析了大钢模施工的优、缺点,大力推广大钢模施工技术的应用。     

打字比赛系统中字符串匹配算法

打字比赛程序,是学校为了加强学生对计算机基本技能的掌握,而开发的一款用于检验打字速度、准确率等多项指标的比赛程序．传统的字符串匹配算法是基于关键词的匹配算法,只能得到位置信息,而比赛程序是两个大文本之间进行匹配,需要获得更加详细的匹配信息,这时传统算法就无法满足要求．通过对实际问题的探索和研究,在传统算法的基础上,设计出一种新的匹配算法．这种算法可以进行两个文本之间的匹配,得到正确的内容、错误的内容等信息．应用这一算法编写软件,验证了算法的可行性和实用性．     

Decentralized weighted control for a class of large‐scale systems with multi‐modes

In this paper, the control synthesis problem for a class of large‐scale systems with multi‐modes that are called large‐scale switched systems is addressed. By introducing the concept of decentralized switching signal and the relevant decentralized average dwell time, the asymptotic stability and weighted ?₂ gain performance are investigated. It should be noted that the decentralized switching covers general switching cases for large‐scale switched systems, namely, it admits both time‐dependent switching signal and arbitrary switching signal blended in the decentralized switching. Then, on the basis of the analysis results, the decentralized weighted control scheme including state feedback controller gains and switching signals is studied. Several design algorithms are proposed to meet different controller design problems. Finally, numerical examples are provided to illustrate theoretical findings within this paper. Copyright © 2013 John Wiley & Sons, Ltd.     

Decentralized output feedback stabilization for a class of large‐scale feedforward nonlinear time‐delay systems

This paper is concerned with the decentralized stabilization problem for a class of large‐scale feedforward nonlinear time‐delay systems. The uncertain nonlinearities involved in the systems are assumed to be bounded by continuous functions of the inputs and delayed inputs multiplied by unmeasured states and delayed states. An observer‐based decentralized output feedback control scheme is proposed by using the dynamic gain control design approach. On the basis of the Lyapunov–Krasovskii stability theory, the global asymptotic stability of the closed‐loop control system is proved. Contrary to many existing control designs for feedforward nonlinear systems, the celebrated forwarding design and saturation design are not utilized here. An example is finally given to demonstrate the effectiveness of the proposed design procedure. Copyright © 2013 John Wiley & Sons, Ltd.     

基于增强ETL过程的大数据策略研究

大数据不仅意味着大机遇,同样带来了大噪声。因此,任何具有价值的大数据策略都必须给出滤除噪音,同时对真正相关的数据进行有效且高效的处理和解决办法。该文分析了大数据背景下企业的数据策略和现有IT解决方案中存在的问题,提出通过优化ETL过程来增强早期数据整合的解决方案,以提高企业大数据策略的成本收益。     

浅谈校园网大规模移动自组的网络安全技术

随着社会经济与科技的迅速发展,移动通信技术与人们生活及工作之间的联系越发紧密,移动通信技术也得到其应有的发展.在整个环境背景下,移动自组网络技术也开始出现于人们的生活中.移动自组网络技术开始应用于如军事、医疗以及电子商务等多个领域,在校园网中的应用也较为广泛.文章首先对移动自组网络进行了阐述说明,之后对校园网移动自组网络安全技术进行了深入的分析研究,以此提升人们对校园网大规模移动自组网络安全技术的认识.     

大颗粒尿素流化床造粒机尿液喷射系统故障分析

对严重影响大颗粒尿素流化床造粒机尿液喷射系统正常运行的多项故障进行了剖析,从生产技术改造及操作管理方面提出了改进和防范措施,结果表明,改进后装置运行周期从不足10天延长到40天。     

Crack elongation and its width of large depth reinforced concrete beams

In order to meet the requirement of structural inspection,the crack spacing and crack width at various heights in the tensile zone of six large depth reinforced concrete beams were measured under several loading levels of serviceability state.The effects of the depth of normal section beams on the crack spacing and crack width were analyzed,and the modified model is proposed for calculating the average crack spacing by thinking about the depth of normal section,the reinforcement arrangement and the effective reinforcement ratio.The relationships of crack widths at any position in the tensile zone and at the reinforcement level on the side surface of beam were studied.By theoretical and statistical analysis,a method is proposed to calculate the ratios of crack widths between any position and the reinforcement level on the side surface of large depth reinforced concrete beams.