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    A Study on Gauge Detector for Straddle Type Monorail System in Chongqing
    重庆座式单轨系统限界检测设备的研究
    Erection of Track Beam of Shanghai Maglev over Busy Trunk Road
    上海磁悬浮繁忙主干道轨道梁架设技术
    The Comprehensive Technology of Light Track Span-Seat Inverted T Shape PC Track Beam
    轻轨座式倒T型PC轨道梁现场制造综合技术
    Design of Catenary Structure for Straddle Monorail
    座式单轨接触网结构设计
    Design of Car Depot Yard for Straddle Monorail
    座式单轨交通系统车辆段站场设计
    Manufacture, Acceptance and Analysis of Riding-type Monorail Switch
    座式单轨道岔制造验收分析
    Application of Ethernet in Straddling Monorail Transportation System in Chongqing
    以太网在重庆座式单轨交通系统中的应用
    Car Bogie for Straddle Monorail Line in Chongqing
    重庆座式单轨车辆转向架
    Construction Technology of Shallowly Buried Tunneling Method for Single-Arch and Long-Span Metro Station
    浅埋暗挖单拱大地下车站施工技术
    Structure Type Selection for Overhead Station in Straddle Type Monorail
    坐式单轨高架车站结构型式的选择
    Improvement construction method of contact network beneath over-bridge in electrified railway
    电气化铁路线桥下接触网施工方法改进
    Design and Research of Monorail Transportation
    座式单轨交通工程设计与研究
    Discussion on Design of Structure of Prebend Steel-Concrete Composite Track Beam for Over-Seat Single-Track Transit Systems
    座式单轨交通系统中预弯钢-混简支组合梁结构设计探讨
    Secondly, the shape and main parameters of station structure on two schemes are analyzed with Load-Structure Mode, for different overburden depth of tunnel and lining thickness, etc.
    采用荷载—结构模式,对四种方案的主体结构的形式和重要参数进行分析研究,分不同的埋深、衬砌结构厚度和拱形结构的拱比进行了多组数值计算;
    2.Acroding to real construction conditions of 150km track of section B26-1 on Qin-shen passenger railway, the construction arrangement, scheme and task flow are summariaed for the construction of overinternal jointless rail on newly-built railway.
    2.依据秦沈客运专线B26-1标段150km的正线轨道铺设实际施工情况,对一次性铺设区间无缝线路总体施工安排、施工方案和作业流程进行了总结。
    A maglev vehicle/girder interaction model and a dynamic model of wheel/rail train and bridge are established,based on the configuration of German high speed maglev system and Japanese Shinkansen system,respectively.
    以德国 Transrapid高速磁浮列车和日本新干线高速列车为基础 ,通过建立高速磁浮、轮轨列车与线桥动态相互作用模型 ,计算了不同行车速度 (1 0 0~ 50 0 km/h)和不同桥 (1 2~ 32 m)情形下高速列车与桥梁结构的动力响应 ,并进行了细致的对比分析。
    The theoretical model is presented to simulate the coupling dynamics of the maglev vehicle travelling on the single-span flexible guideway. The system model is described by the ordinary differential equations with periodically variable coefficients. Then the stability theory is concluded and the boundary of the stable region is searched out numerically by means of the dynamical bifurcation.
    建立了描述磁悬浮车体—单弹性轨道系统电、磁、力耦合动力学行为的理论模型 ,即 :分段周期变系数常微分动力系统模型 ,提出了该系统的稳定性理论 ,利用动力分叉数值方法搜索出了给定系统下控制参数 G1 和G2 的动力稳定区域边界 ,并就系统控制参数 G1 和 G2 对系统稳定性特征的影响与控制规律作了进一步研究 .
    The main features, technical parameters, structure and development of the straddle type single-rail bogies are described in fairly specific detail.
    较详细地介绍了坐式单轨转向架的主要特点、技术参数、结构和研制情况。
    This paper introduced the structure of Chongqing monorail traffic system,such as structure trait of overpass abutment railway,of monorail traffic vehicle.
    介绍了重庆单轨交通系统的结构型式 ,如座式轨道结构型式及特点 ,单轨交通车辆的结构型式及特点。
    The software, using popular Java technology and with many advantages i.e. multiple platform, easy to maintain and update, higher security etc, may realize the parallel data input and multi-user抯 distributed query of inspection result, so it has better applicable prospect.
    软件采用Java技术,具有平台、便于维护和升级、安全性好等优点,可以实现并行数据输入和多用户分布式查询检测结果,应用前景良好。
 

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