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    Development of Five-slip Joint Type Switch for Straddle Mono-rail
    座式五开关节型单轨道岔研制
    Construction and Operation of Chongqing Monorail System
    重庆市坐式单轨交通的建设和运营
    The Features of Locked Rail Temperature of Tunnel Group on Houyue Trans-interval Jointless Line and Management
    侯月线区间无缝线路隧道群锁定轨温的特点及管理
    Test and Evaluation of the Comfort of Passengers in Straddle-type Monorail Vehicles
    座式单轨交通系统车辆的乘坐舒适性性能测试与评定
    Feasibility of Laying Ballastless Track on Long-span Continuous Beam Bridge and T-beam Bridge
    大梁、简支T梁铺设无碴轨道的可行性
    Installation Technology for Saddle-span Single-rail Switches
    座式单轨交通轨道道岔安装工艺
    Study on The Influences Caused by Bridges over the Electrified Railways
    电气化铁道线桥对接触网影响的探讨
    Fabrication Techniques of Straddle-type Monorail PC Track Girders
    坐式单轨交通预应力混凝土轨道梁制作技术
    Construction technology of trans-section continuously welded rail in speed-rising reconstruction of existing railway line
    铁路既有线提速改造区间无缝线路施工技术
    Exploration on the Construction Plan of Railway Overhaul and Ballast Screening Across More Than One Railway Administration and the Implementation
    局进行线路大修清筛施工方案的探讨与实施
    Research of Maintenance Techmology for Interre Gional Lwr
    区间无缝线路维修养护技术研究
    The Construction Techniques for Paving Oversectior Seamless Track in Cold Area
    寒冷地区铺设区间无缝线路施工技术的研究
    Simulation of a Moving Force and a Moving mass on a Single and Double-Span Guideway
    单双梁对平移力与平移质量的响应仿真分析
    ENGINEERING GEOLOGY ROUTE SELECTION CROSSING YISHU FAULT ZONE OF YANZHOU-SHUIUSUO,JIAOZHOU-XINYI RAILWAY
    兖石、胶新铁路沂沭断裂带工程地质选线
    The purposes of the paper are to reveal the dynamic characteristics of electromagnetic suspension, to show the dynamic interaction between maglev vehicle and the elevated-guideway, to evaluate ride quality and curve negotiation performance of maglev vehicle, and to obtain the guidelines of optimization design of maglev dynamic system.
    磁浮车辆/高架桥的耦合作用是十分显著的,本文第三章以德国高速磁浮列车Transrapid及其线路结构为对象,开展了磁浮车辆/高架梁垂向相互作用仿真研究,比较了混凝土简支梁、混凝土两连续梁和钢结构两连续梁线路上磁浮车辆/轨道系统的动力响应,仿真分析表明高架梁的垂向动挠度未超过高架桥的设计容许限值。
    In order to guarantee high-speed train running safe and stably, the safety reserve must be enough for the stability of high-speed railway over-section continuously welded rail (CWR) track.
    为了保证高速列车安全、平稳地运行,高速铁路区间无缝线路的稳定性必须有足够的安全储备。
    Taking into account that the coupling features of multiple-domain in rail-wheel/MagLev train set, the co-simulation and integration among many different software environments are investigated.
    考虑到轮轨/磁浮动车组多学科交叉的技术特点,论文研究了性能仿真过程中平台工具软件仿真的协同与集成技术。
    Aiming for the problem of accessing data on different flats, gives some research, limns the server/client system, and based on the transferring FTP net files,uses the method of windows' sockets network programming, devises and achieves the network function, fulfill data accessing using ODBC technology.
    ● 针对实际中存在的平台数据访问的问题进行了研究。 对客户机/服务器体系作了描述,在FTP的网络文件传输的基础上,利用WindowsSockets网络编程方法,设计实现了网络功能。
    In order to meet the requirement of high speed and heavy haul operation, interregional LWR and turnout should be welded together, and turnout must be welded into joint free turnout.
    由于区间无缝线路要与道岔焊在一起,而且道岔本身也应焊连成无缝道岔,为适应高速重载运输,对轨道结构有较高的要求。
    It can be concluded that 60 Kilogram per meter or heavier rail, model II and ID concrete ties, model Hand III fastenings, glued insulated joint, high quality ballast, and joint free turnout are track structures which accord to interregional LWR.
    认为使用60kg/m及以上钢轨、Ⅱ、Ⅲ型混凝土轨枕,Ⅱ、Ⅲ弹条扣件,胶接钢轨绝缘接头、优质道碴、无缝道岔是与区间无缝线路相适应的轨道结构。
 

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