铁路TD-LTE专网系统解决方案

为满足当前铁路不断增加的通信需求,结合TD-LTE通信技术的优势,提出一种铁路TD-LTE无线专网系统方案。在保证铁路无线网络业务安全性和设备可靠性的前提下,详细说明系统网络中各网元的具体功能,对此方案中的实现难点进行详细的分析,针对不同场景提出相应的解决方案,在满足铁路通信中的有线和无线综合业务的同时,也满足了铁路企业多样的通信需求,真正实现高速铁路通信的现代化信息网络平台。     

手机支付在城市轨道交通自动售检票系统中的应用

介绍了手机支付在城市轨道交通自动售检票(AFC)系统中的设计应用,包括手机支付AFC系统设计目标、各参与方需完成的功能及对接方案、系统部署方案,以及手机支付AFC系统终端设备应满足的条件及支付流程。通过移动互联网技术构建新型手机支付AFC系统,对推动城市轨道交通AFC系统的创新、降低运维管理成本、加快传统行业的互联网+升级、全面提升轨道交通行业的创新服务水平具有重要意义。     

桥墩紊流宽度的试验研究

由于我国现行的《内河通航标准》(GB 50139-2004)中,没有桥墩紊流宽度的计算方法,桥梁设计人员为了保证船舶航行安全,通常将桥梁跨度加大,这样既增加了结构设计的难度,又增加了工程的投资,因此,对桥墩紊流宽度的研究是十分必要的.通过水槽定床和动床试验,分析了行近流速、行近水深、来流角度、桥墩尺寸、桥墩墩型、桥墩冲刷等因素对桥墩紊流宽度的影响,利用量纲分析法对实测数据进行整理,推导出了桥墩紊流宽度的计算公式.     

TELEMEDICINE NETWORK BASED ON CODE-DIVISION MULTIPLE ACCESS WIRELESS TECHNOLOGY

Telemedicinehasbeenwidelyusedinmanyhealthcareapplicationssuchasmedicalcareinre moteruralareasandaftercareofpatientswithpace maker implanted[4] .Anotherwell knownexampleoftelemedicineistheremotetransmissionanddiag nosisofECGthroughtelephonenetwork[1 -3 ] .Telemedicineisalsoveryhelpfulinmanyemergen cyandambulancesituations.Earlydiagnosisbyaspecialistinemergenciesisparticularlyimportanttothepatients[5,6] .RecentstudyhasshownthatsocialchangesinJapanhaveresultedinarapidincreaseofacutecardiovascul…     

基于移动通信计费模式的高速公路收费信息系统

目前联网高速公路收费信息系统中只有车辆的人口、出口站点信息，缺少车辆的行驶路径信息，收费信息系统中的路径确认采用最短路法，这与高速公路网交通流的实际分布情况存在一定的偏差，并且偏差随着联网规模的扩大逐步增大。为了满足高速公路联网收费管理的需要，借鉴现代移动通信系统计费模式，通过车辆射频识别技术与标识站路径确认方法的实现，将高速公路收费信息系统改为基于现代移动通信系统计费模式的高速公路收费信息系统。     

Improving rail network velocity: A machine learning approach to predictive maintenance

Rail network velocity is defined as system-wide average speed of line-haul movement between terminals. To accommodate increased service demand and load on rail networks, increase in network velocity, without compromising safety, is required. Among many determinants of overall network velocity, a key driver is service interruption, including lowered operating speed due to track/train condition and delays caused by derailments. Railroads have put significant infrastructure and inspection programs in place to avoid service interruptions. One of the key measures is an extensive network of wayside mechanical condition detectors (temperature, strain, vision, infrared, weight, impact, etc.) that monitor the rolling-stock as it passes by. The detectors are designed to alert for conditions that either violate regulations set by governmental rail safety agencies or deteriorating rolling-stock conditions as determined by the railroad.Using huge volumes of historical detector data, in combination with failure data, maintenance action data, inspection schedule data, train type data and weather data, we are exploring several analytical approaches including, correlation analysis, causal analysis, time series analysis and machine learning techniques to automatically learn rules and build failure prediction models. These models will be applied against both historical and real-time data to predict conditions leading to failure in the future, thus avoiding service interruptions and increasing network velocity. Additionally, the analytics and models can also be used for detecting root cause of several failure modes and wear rate of components, which, while do not directly address network velocity, can be proactively used by maintenance organizations to optimize trade-offs related to maintenance schedule, costs and shop capacity. As part of our effort, we explore several avenues to machine learning techniques including distributed learning and hierarchical analytical approaches.     

MP2P网络的移动节点域间预切换方法

移动P2P网络具有高度动态性,但节点的频繁移动影响整个网络的可达性,降低了网络的服务质量.为了维护节点的可达性需要减少节点移动时的切换时延,为此文中提出了基于超级节点的分层预切换方法HPH.该方法在基于超级节点分层模型的基础上引入移动IPv6的快速切换的思想,对节点的域间移动采用预切换机制,解决网络中因节点频繁移动而带来的负面影响.仿真结果分析表明,较之传统KaZaA切换方法,HPH方法的切换时延降低了20.5％,丢包率降低了10.2％.     

基于OFDM的移动蜂窝系统中分布式带宽借复用机制

为了提高未来基于OFDM的移动蜂窝系统的频谱效率,尤其在小区/扇区间流量不均匀的情况下,本文基于两种传统的扇区结构(菱形扇区和五边形扇区)提出一种分布式带宽借复用DBBR(Distributed Bandwidth Borrowing and Reusing)算法。算法利用离基站较近的用户有着较好信道条件的特点,那些带宽不够的扇区以无功率控制的方式借复用相邻扇区中空闲的带宽和离基站较近的用户所使用的带宽,以此提高扇区的吞吐量。理论分析和仿真结果表明相对于传统的三扇区结构,该算法使扇区的平均吞吐量有20%左右的提升,同时说明加入功率控制也不会带来系统吞吐量更多的改善。     

移动支架法施工的PC连续箱梁桥设计

结合武宿立交枢纽续建工程R匝道2号桥的设计实践,着重介绍移动支架法施工的预应力混凝土连续箱梁的设计要点和该桥的设计特点,为类似受时空界限的桥梁设计提供思路。     

Assessment of wheel loader vibration on the riding comfort according to ISO standards

Vibration accelerations were measured on a compact wheel loader during 11 operations with two drivers and with/without the activated boom suspension system (BSS). Two standards, ISO 2631-1 (1985) and ISO 2631-1 (1997), were used to assess the effect of wheel loader vibration on comfort. The assessment results of ISO 2631-1 (1985) showed that vibration in the frequency range from 4 to 20 Hz in the vertical direction and in the frequency range from 1.6 to 3.15 Hz in the vertical and driving directions plays an important role in comfort assessment. The overall total values of vibration measured on the wheel loader in all operations exceeded the ‘uncomfortable’ boundary specified in ISO 2631-1 (1997). The speed had a larger influence on the vibration intensity than the bucket load, the BSS or the driver biodynamic response during driving. During driving and V-cycle, the difference of vibration intensity with two drivers in the z-direction is larger than that in the x- and y-direction.