贵阳机场岩溶洼地填筑体变形与稳定性数值模拟

以贵阳龙洞堡国际机场试验段工程为例对岩溶洼地填筑体变形及稳定性进行数值模拟研究。研究结果表明:强夯对岩溶洼地地基土处理具有较好的效果,能有效降低填筑体的沉降量及边坡位移量;填筑体沉降量随着填筑体厚度减小而减小。     

Dynamic model for ride comfort evaluations of the rubber-tired light rail vehicle

The dynamic model was developed to evaluate vibration accelerations and ride comforts during the running of the Korean-standardised rubber-tired light rail vehicle. Ride comfort indexes were analysed and tested in accordance with UIC 513R by using the dynamic model and the actual vehicle in the test track. Based on the comparisons between analysis results and test results, the validity of the developed dynamic model was evaluated. It was verified whether or not the developed Korean-standardised rubber-tired light rail vehicle met the specified target specification on ride comfort. In addition, the influence of the wearing of guide wheels on ride comfort was estimated.     

Application of time-variant predictive control to modelling driver steering skill

The paper addresses the need for improved mathematical models of human steering control. A multiple-model structure for a driver's internal model of a nonlinear vehicle is proposed. The multiple-model structure potentially offers a straightforward way to represent a range of driver expertise. The internal model is combined with a model predictive steering controller. The controller generates a steering command through the minimisation of a cost function involving vehicle path error. A study of the controller performance during an aggressive, nonlinear steering manoeuvre is provided. Analysis of the controller performance reveals a reduction in the closed-loop controller bandwidth with increasing tyre saturation and fixed controller gains. A parameter study demonstrates that increasing the multiple-model density, increasing the weights on the path error, and increasing the controller knowledge range all improved the path following accuracy of the controller.     

Total dynamic response of a PSS vehicle negotiating asymmetric road excitations

A planar suspension system (PSS) is a novel automobile suspension system in which an individual spring–damper strut is implemented in both the vertical and longitudinal directions, respectively. The wheels in a vehicle with such a suspension system can move back and forth relative to the chassis. When a PSS vehicle experiences asymmetric road excitations, the relative longitudinal motion of wheels with respect to the chassis in two sides of the same axle are not identical, and thus the two wheels at one axle will not be aligned in the same axis. The total dynamic responses, including those of the bounce, pitch and the roll of the PSS vehicle, to the asymmetric road excitation may exhibit different characteristics from those of a conventional vehicle. This paper presents an investigation into the comprehensive dynamic behaviour of a vehicle with the PSS, in such a road condition, on both the straight and curved roads. The study was carried out using an 18 DOF full-car model incorporating a radial-spring tyre–ground contact model and a 2D tyre–ground dynamic friction model. Results demonstrate that the total dynamic behaviour of a PSS vehicle is generally comparable with that of the conventional vehicle, while PSS exhibits significant improvement in absorbing the impact forces along the longitudinal direction when compared to the conventional suspension system. The PSS vehicle is found to be more stable than the conventional vehicle in terms of the directional performance against the disturbance of the road potholes on a straight line manoeuvre, while exhibiting a very similar handling performance on a curved line.     

电力机车DC600V供电系统的改进

为适应“4·18”提速需要,对电力机车DC600V供电系统进行冗余改造,加装车载故障诊断和远程监控系统。新装置统一了列车供电接地方式,提高了可靠性,实现了信息化,改善了维修性能,现场应用证明效果良好。     

轨道交通PPP项目干系人动态管控模型设计

公私合营(PPP)模式作为基础设施项目融资建设的新方式,对其在城市轨道交通项目的应用已成为新的研究焦点.PPP项目结构复杂、参与方众多,决策和设计阶段的干系人管理对项目顺利实施有较大影响.运用利益相关者理论,对徐州城市轨道交通项目干系人进行系统地识别及细分,在详细分析各干系人的期望与要求的基础上,设计基于全生命周期的项目干系人动态管控概念模型,包括主体识别机制、协调合作机制、资源共享机制以及绩效反馈机制,为PPP项目干系人管理提供一种创新思路.     

铁道车辆轴箱弹簧断裂故障对动力学性能的影响

车辆运行过程中,当轴箱弹簧突发断裂故障,会造成动力学状态和性能突变,一系悬挂刚度突然减小,暂时失去承载能力,会威胁车辆行车安全。结合整车的动力学仿真,建立了轴箱弹簧断裂过程的力学模型,对整个断裂过程进行仿真,模拟了轴箱弹簧突然断裂工况下车辆动力学性能变化,分析了轴箱弹簧断裂条件下车辆直线行车安全性以及曲线通过安全性。计算分析结果表明:轴箱弹簧突然断裂导致一系悬挂刚度剧变,引起轮轨垂向力先减小后增大,轮重减载率、脱轨系数等参数增大直至超限,但对轮轨横向力影响不大。     

轨道交通换乘枢纽交通信息服务分析

从乘客的角度出发,针对目前轨道交通换乘枢纽交通信息服务方面存在的问题展开分析.在此基础上,探讨静态信息与动态信息相结合的优化设计方法,力求实现轨道交通换乘枢纽交通信息服务的人性化、系统化.     

一种改进的组件软件可靠性优化方法

对组件软件可靠性进行优化工作时.不仅需要最大化其可靠性估计值.同时还要最小化可靠性估计方差以及测试代价.首先针对性地研究普通的组件软件可靠性优化策略,探讨该策略的缺点.提出并探讨一种改进的可靠性估计值排序策略(RPP-c策略),即增加测试代价考虑因素.最后为RPP-c策略建立优化模型,同时也给出相应的算法思想和实验数据分析.     

跨坐式单轨交通预应力钢筋混凝土轨道梁动力性能试验与分析

对重庆跨坐式单轨交通的预应力钢筋混凝土轨道梁、墩体结构进行了动力试验,测试其动力特性及在不同行车速度下的动力响应.测试及分析结果表明,预应力钢筋混凝土轨道梁结构实测自振特性与理论计算结果基本相符;轨道梁结构具有较好的竖向刚度和结构强度;单轨车辆以不同速度通过桥梁时,试验梁横向基频、横向加速度等横向振动性能与<铁路桥梁检定规范>的要求有一定差异;运行单轨车辆对轨道梁结构有一定的冲击作用,但不显著;墩体结构横向动力性能良好,满足限值要求.