Linear stochastic approximation driven by slowly varying Markov chains

We study a linear stochastic approximation algorithm that arises in the context of reinforcement learning. The algorithm employs a decreasing step-size, and is driven by Markov noise with time-varying statistics. We show that under suitable conditions, the algorithm can track the changes in the statistics of the Markov noise, as long as these changes are slower than the rate at which the step-size of the algorithm goes to zero.     

VB.NET中,窗体开发要关注的几个问题

介绍了VB．NET窗体开发中多窗体调用的方法。以及其它一些关注的问题。     

基于隐式反馈的个人信息检索技术及实现

回顾了已有的相关反馈技术，在此基础上提出了构造和调整用户兴趣模型的隐式反馈算法，给出了一个基于隐式反馈的lnfoAgent的设计实现和实验结果，实验表明隐式反馈技术对提高检索精度有很大的帮助。     

Hybrid learning concepts based on self-organizing neural networks for adaptive control of walking machines

Online learning of complex control behaviour of autonomous mobile robots like walking machines is one of the current research topics. In this article, a hybrid learning architecture based on reinforcement learning (RL) and self-organizing neural networks for online adaptivity is presented. The hybrid concept integrates different learning methods and task-oriented representations as well as available domain knowledge. The proposed concept is used for RL of control strategies on different control levels on a walking machine.     

陶瓷微球增强铝基复合材料

介绍一种以铝土矿陶瓷微球增强的铝基复合材料，具有价格低、增强物与基体合金润湿性好、界面反应几乎不存在等优点。又因其增强物为微球，有利于减小应力集中，延缓裂纹萌生与扩展，同时也提高了铸造流动性和塑性成形能力。讨论了其制造工艺、有关特性和问题。     

强化学习中的时间差分法在用户学习方面的应用

随着Internet上信息量的与日俱增，用户查找自己感兴趣的信息变得越来越困难。文章提出了一种使用强化学习中的时间差算法来学习用户的新学习算法，并通过实验与其它学习方法作了比较，取得了明显的成效。     

采用自流式混凝土对地下室墙体的加固处理

自流式混凝土(BY-40灌浆料)是一种高强胶结材料,以水泥及特选骨料掺加多种外加剂复合经特殊工艺配制而成,有较好的流动性,较低的泌水率,同时能保证在较短的时间里达到较高的抗压强度,从而加固钢筋混凝土墙体.BY-40灌浆料具有广泛的适用范围,采用BY-40灌浆料对有质量缺陷墙体的加固具有良好的效果,但目前采用这种自流式混凝土应用还较少,本文结合实例,介绍它对地下室墙体加固补强的施工和检测.     

大跨度无粘结预应力梁楼盖结构施工技术

分析、介绍石家庄第二长途电信枢纽工程大跨度无粘结预应力梁楼盖结构的施工方法、张拉工艺及质量控制。     

Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members

Seven beams were tested in bending to determine the concrete contribution to their shear resistance. The beams had similar dimensions and concrete strength and were reinforced with carbon fiber reinforced polymer bars for flexure without transverse reinforcement. They were designed to fail in shear rather than flexure. The test variables were the shear span to depth ratio, varying from 1.82 to 4.5, and the flexural reinforcement ratio, varying from 1.1 to 3.88 times the balanced strain ratio. The test results are analyzed and compared with the corresponding predicted values using the American Concrete Institute, the Canadian Standard, and the Japan Society of Civil Engineers (JSCF) fiber reinforced polymer design recommendations. Based on these results and previous experimental data, it is shown that the ACI recommendations are extremely conservative whereas the Canadian and JSCE recommendations, albeit still conservative, are in closer agreement with the experimental data. Overall the Canadian Standard’s predictions are in better agreement with experimental data than the JSCE predictions.     

真空热压烧结SiC_p/Al复合材料的界面元素扩散及增强断裂机理

采用真空热压粉末冶金烧结工艺制备了含SiC颗粒体积分数分别为 5 %、15 %和 2 5 %的SiC颗粒增强铝基复合材料 ,结合其力学性能、扫描电镜和界面微区能谱分析结果 ,分析了SiC/Al复合材料的真空烧结过程中的界面现象 ,以及材料增强和断裂机理。结果表明 ,真空烧结过程中出现了界面反应 ,改善了界面结合强度 ,断裂破坏主要在基体上进行。随着SiC粒子体积分数的增加 ,SiCp/Al复合材料的抗拉强度增加 ,弹性模量显著增加 ,延伸率降低 ,材料脆性增加。