欧洲跨境运输用司机台

就欧洲铁路跨境运输用司机台项目开发了能方便今后铁路跨境运输的司机台.该司机台的特点是改善了司机台的人机工程学、可单手操作牵引制动转换开关和使用了现代化的终端技术.在仿真运行中对具有功能的演示司机台进行了首批试验,获得大家的高度肯定.     

长大隧道施工地质超前预测预报技术应用研究

结合渝怀铁路金洞隧道施工地质超前预测预报技术的实施,着重介绍长大隧道施工地质超前预测预报技术应用研究的目的、思路、方法、手段、工作原理、实施步骤与判别方法、主要预测预报成果及体会。     

FLIRT--创新的区间运输轻型快速动车组

为适应区间铁路客运的需要,瑞士Stadler铁路成套设备公司开发了创新的轻型快速区间运输动车组FLIRT(Flinker Leichter Innovativer Regional Triebzug).该动车组以用于贯穿瑞士南北铁路连接线的瑞士中部州府而闻名.该城市必须重新评价其近郊铁路客运的设计,寻求远期的解决办法.就今天公交运输的财政形势来说,必须寻求一种费用最佳的解决办法.为此放弃了广泛新建铁路基础设施的办法,而主要是充分利用现有基础设施.对此决定将FLIRT动车组用于客、货运繁忙的南北铁路连接线.文章介绍该城市铁路动车组的设计.     

浮置板式轨道结构隔振效果仿真研究

建立列车—轨道结构耦合系统有限元模型,将轨道不平顺作为列车—轨道结构耦合系统的激励源,对普通碎石道床轨道结构和浮置板式轨道结构的列车—轨道结构耦合系统动力学性能进行仿真研究,对比分析这2种类型的轨道结构系统振动响应与系统振动传递函数,评价浮置板式轨道结构的隔振效果。分析结果表明,浮置板式轨道结构与普通碎石道床轨道结构相比,振动加速度降低约70%,距线路5 m处大地振动加速度响应峰值降低约62.8%,相应Z振级衰减约10 dB,竖向振动加速度频率范围由0~200 Hz降到0~60 Hz,有效起到了振动隔离效果。     

基于模糊控制的客车变频空调温度控制系统的研究

针对客车车厢温度波动过大,舒适性较差的现状,提出采用模糊控制的变频空调对车厢温度进行调节。建立了列车车厢温度传递函数,设计了模糊控制器,对车厢温度进行模糊控制,在Matlab上进行了仿真,并和传统的PID控制进行比较     

城市轨道交通最新技术及评定

文章对城市轨道交通系统进行分类、并对其最新发展和商业化运营趋势及其所用的安全评定方法进行了论述.     

软开关变流器的稳态分析(一)

讨论软开关变流器的稳态分析.由于分别由软开关变流器的Lr-Cr单元和大的L-C滤波器单元决定的快、慢固有频率的共存,通过启动瞬态仿真程序寻找软开关变流器的稳态解可能会造成繁琐的计算和收敛失败.由于采用了基于暂态分析的换相检测技术和基于补偿原理的换相分析技术,文章所提出的数值法显示了高可靠性和快速收敛性.对两个直流变换器、一台逆变器和一台功率因数补偿装置作的稳态分析,突出显示了仿真算法的良好性能.     

TTB or not TTB, that is the question: a review and analysis of the empirical literature on travel time (and money) budgets

This paper summarizes and analyses findings from more than two dozen aggregate and disaggregate studies of travel time (and sometimes money) expenditures, exploring the question of the existence of a constant travel time budget. We conclude (with prior researchers) that travel time expenditures are not constant except, perhaps, at the most aggregate level. Nevertheless, individuals’ travel time expenditures do show patterns that can be partly explained by measurable characteristics. Travel time expenditure is strongly related to individual and household characteristics (e.g., income level, gender, employment status, and car ownership), attributes of activities at the destination (e.g., activity group and activity duration), and characteristics of residential areas (e.g., density, spatial structure, and level of service). To the extent that travel time expenditures are constant at the aggregate level, the underlying mechanisms explaining that regularity are not well understood. Consequently, further research into explaining travel time and money expenditure patterns is justified.     

Dynamics of the railway track and the underlying soil: the boundary-element solution, theoretical results and their experimental verification

A combined finite-element boundary-element method is presented in detail to calculate the dynamic interaction of the railway track and the underlying soil. A number of results are shown for ballasted and slab track, demonstrating the influence of the stiffness of the soil and the rail pads on the vertical compliance of the track. The compliance of the track is combined with a simple model of the vehicle giving the transfer function of vehicle-track interaction. An experimental verification of the theoretical results is achieved by harmonic and impulse excitation with and without static (train-) load and by combined measurements of train-track-soil interaction. A clear vehicle-track resonance is found for the slab track with elastic rail pads and for higher frequencies at highspeed traffic, the dynamic axle loads due to sleeper passage are reduced.     

Further study on the ultimate strength analysis of spherical pressure hulls

From a comparative study it is concluded that current design rules for the spherical pressure hull of manned submersible need to be updated and unified. In this paper, a series of spherical pressure hulls are calculated by nonlinear FEM. Based on these numerical results, the influence of critical arch length and the relationship of ultimate strength with t/R and structural imperfection are studied. Finally, empirical formulae for the ultimate strength of the titanium alloy spherical pressure hull of deep manned submersible based on numerical computations are given. The formulae can be used as the core equations to update current design rules.