宽带数据链卫星链路中级联码的仿真分析

与一般通信链路相比较,宽带数据链中的卫星链路传输距离遥远,因而采用具有高增益的编码技术是数据链卫星链路中必不可少的技术措施.本文阐述了在卫星链路中采用RS码和卷积码的纠错能力,对其级联码的编码增益进行了分析.利用仿真平台对RS码及卷积码纠错性能进行了仿真,并与级联码条件下的仿真结果进行了比较和分析.     

基于索引的关系数据库查询优化

查询优化是提高数据库性能的关键技术之一.在分析SQL Server关系数据库系统自动查询优化技术的基础上,介绍了索引的类型和使用原则,并结合实例讨论了SQL语句中使用索引进行查询优化的多种有效方法,有助于提高数据库的查询效率.     

面向蜜场环境的网络攻击流重定向机制的研究与实现

网络攻击流重定向是蜜场中的关键技术之一.文中对其机制进行了研究,提出了基于网络环境信息自动感知技术与入侵检测技术相结合的网络攻击检测机制,以及基于OpenVPN与策略路由的透明网络流重定向机制,并实现了一个基于上述机制的网络攻击流重定向系统,最后通过实验验证了系统的有效性.     

Multi-objective dynamic detection of seeds based on machine vision

An approach to inspecting massive numbers of moving seeds was studied based on the techniques of dynamic inspection and machine vision. A progressive scanning CCD camera with external trigger function was used for real-time capture of dynamic images of seeds. The methods based on R channel of RGB (Red, Green and Blue) and region-dependent segmentation were adopted to reduce the data size of image processing and improve the efficiency of seeds inspection. All the seeds were sorted into four grades according to their morphological characteristics, such as surface area, perimeter, major axis, minor axis, circularity and eccentricity. The detection experiments indicated that the eligible ratio of the classifications was about 81.90% by this real-time inspection system.     

面向网络的实时飞行模拟系统模型

为提高培养飞行员的效率和质量,节约费用,从整体上设计并实现了一种实时的、面向网络的飞行系统仿真模型。为了使其具有通用性及实时性,采用数据驱动方式,并通过使用稳定系数方式单独设计了一种适用的空气动力的数学模型。通过简单的配置用XML(extensib le M arkup Language)格式描述的配置文件,可以同时模拟各种类型的飞机飞行驾驶,为飞行员的飞行模拟训练提供了仿真平台,模型的建立方法可以为同类设计和研究提供借鉴。实践证明,本模型在通用性、实时性以及仿真度等方面基本符合要求,应用此模型实现了某种国产初级教练机的仪表飞行系统,并被应用于飞行员的仪表飞行训练中。测试结果表明,如果不加控制信号,飞机能保持平飞状态达30 s以上。     

糖尿病血瘀证与内皮素和心钠素的关系研究

目的 :探讨内皮素 (ET)、心钠素 (ANP)与糖尿病 (DM)血瘀证的关系。方法 :检测 44例 DM血瘀证患者和 2 0例正常对照组的 ET和 ANP含量。结果 :血瘀证组 ET、ANP含量明显高于正常对照组。结论 :ET、ANP共同参与了 DM血瘀证的病理过程     

Preparing Ca-P coating on biodegradable magnesium alloy by hydrothermal method: In vitro degradation behavior

Magnesium alloys are potentially attractive biodegradable materials.However,their rapid corrosion rate limits their biomedical application.To slow down the rate of biodegradation,a protective calcium-phosphate coating was formed on a magnesium alloy substrate by a hydrothermal method.Scanning electron microscope results showed that the coating consisted of two layers with different crystalline characteristics.The loose outer layer showed a prism-like crystal structure,while the compact inner layer is a dense ultra-fine regular di-pyramid-like structure with an average grain dimension of ～200 nm.The compositions of the inner layer and outer layer were calcium-deficient hydroxyapatite (Ca-def HA) and dicalcium phosphate (DCPa),respectively.The coating adhered well to the substrate with a thickness of about 15 m.Immersion in Hank’s solution indicated that the coating could significantly improve the degradation properties of magnesium alloy.The pH of the solution containing the coated samples increased much more slowly than the untreated control.After 8 d immersion,the uncoated sample had corroded seriously while the coated sample was much less corroded.The Ca/P atom ratio in both the layers of the coating increased and the coating was still protecting the substrate.The two layers of the coating corroded differently because of differences in solubility.The outer layer was more severely attacked and many holes were formed on the surface,the inner layer suffered less attack.In addition,a growth of precipitate on the inner layer was observed,indicating that surface bioactivity was improved by the coating.Thus,magnesium alloys coated with a Ca-P coating prepared by a hydrothermal method are promising candidate biodegradable biomaterials,and further investigation of in vivo degradation behavior is suggested.     

冲击荷载下高速公路护栏的实验研究和优化分析

通过对冲击作用下的高速公路护栏进行实验研究和有限元分析,探讨了高速公路护栏的动力特征．发现随着冲击位移的增加,冲击速度几乎呈线性下降,冲击加速度很快减少到一个极小值,而能量吸收阶段中前阶段的吸收速度比后阶段快．文中还根据护栏的能量吸收特征和初始冲击力对护栏结构进行了优化设计．结果表明,在所选的各种高速公路缩比护栏模型中,1．3mm厚、0．665m单跨长的三波形梁是最优波形护栏结构．     

盾构隧道衬砌结构小角度斜穿地裂缝的破坏机理

从西安地铁1 #线工程背景和西安地裂缝地质环境出发,根据相似理论设计了盾构隧道管片衬砌结构30°斜穿地裂缝的物理模型试验管片混凝土应变、纵向和环向螺栓应变、结构接触土压力外围土压力、结构内部收敛位移、模型顶表面土体变形以及宏观变形破坏现象表明:盾构隧道管片衬砌结构30°斜穿地裂缝的变形破坏模式为剪切变形为主,局部有扭转变形;结构破坏范围为上盘1.25D,下盘0.75D(D为管片环外径);管片衬砌结构变形破坏不对称,管片环向处于偏压状态;环缝拱底位错量大于拱顶和拱腰,拱底最大位错量达40 mm(0.033D),模型难以适用地裂缝错动变形20 cm(0.1667 D),盾构管片衬砌结构不适用于地裂缝活动强烈的地质环境     

动力学参数微机辅助测量系统

文中介绍了一套对动力学参数测定的微机辅助测量和数据处理系统,可用于丙酮溴化反应,乙酸乙脂皂化反应和甲酸盐氧化反应等多种动力学参数测定实验。