Real-time weighted multi-objective model predictive controller for adaptive cruise control systems

In this paper, a novel spacing control law is developed for vehicles with adaptive cruise control (ACC) systems to perform spacing control mode. Rather than establishing a steady-state following distance behind a newly encountered vehicle to avoid collision, the proposed spacing control law based on model predictive control (MPC) further considers fuel economy and ride comfort. Firstly, a hierarchical control architecture is utilized in which a lower controller compensates for nonlinear longitudinal vehicle dynamics and enables to track the desired acceleration. The upper controller based on the proposed spacing control law is designed to compute the desired acceleration to maintain the control objectives. Moreover, the control objectives are then formulated into the model predictive control problem using acceleration and jerk limits as constrains. Furthermore, due to the complex driving conditions during in the transitional state, the traditional model predictive control algorithm with constant weight matrix cannot meet the requirement of improvement in the fuel economy and ride comfort. Therefore, a real-time weight tuning strategy is proposed to solve time-varying multi-objective control problems, where the weight of each objective can be adjusted with respect to different operating conditions. In addition, simulation results demonstrate that the ACC system with the proposed real-time weighted MPC (RW-MPC) can provide better performance than that using constant weight MPC (CW-MPC) in terms of fuel economy and ride comfort.     

客运专线接触网钻孔桩施工技术的探讨

根据合宁客专接触网钻孔桩的施工经验,考虑到250km／h客运专线的质量要求,从客专施工的必要性进行分析,并总结其施工的工艺及流程、施工的技术及机具要求,为客运专线接触网钻孔桩施工提供技术指导。     

自锚式悬索桥主索鞍顶推技术

南京长江隧道工程江心洲右汊大桥塔顶索鞍在架缆前有一个向主跨的预偏量,体系转换过程中逐步顶推到设计成桥位置,通过对顶推力的准确估算,反力架的合理设计,成功地完成了索鞍的顶推工作。     

广州地铁4号线塞拉门的故障与检修

针对广州地铁4号线塞拉门系统在应用过程中所出现的一些故障,分析其原因,采取相应的处理措施,同时对车门的各级检修维护进行了介绍。     

FSFB／2安全协议在DS6-K5B联锁系统中的应用研究

按照中华人民共和国铁道部规定,CTCS-2级客运专线上,相关安全控制系统间接口通信需要统一采用FSFB／2安全协议。本文结合合宁CTCS-2级客运专线四电集成系统项目中DS6-K5B联锁与LKD2-H列控中心通信接口适配过程中的实际经验,介绍了FSFB／2安全协议应用于联锁与列控中心通信过程中出现的一些问题及解决方法。     

冷链物流管理的战略内涵和完善措施

探讨了冷链物流管理的内涵和特点,分析了我国物流企业在冷链配送与运输环节管理中存在的问题,在此基础上提出了加强冷链物流管理的五大举措.     

高原冻土地区特大断面隧道洞口浅埋段施工技术

结合兰新铁路第二双线祁连山隧道进口浅埋段施工技术,阐述高原冻土地区浅埋段采取拱墙长管棚配合中隔壁法开挖的方案进行施工,不仅能有效的加固围岩,确保了隧道结构的稳定,而且此方案操作相对简单,大大降低了施工成本,提高了工效。     

踏面等效斜率计算方法的比较

等效斜率的概念来自轮对的蛇形运动,它反映了轮对几何蛇形运动的波长.等效斜率通常根据左、右车轮滚动半径差随轮对横移量变化的函数(RRD函数)计算得到.介绍了几种根据RRD函数计算踏面等效斜率的原理和公式,包括UIC 519积分法、简谐线性法、以及概率法等.通过算例比较了等效斜率各种算法之间的差异,并与时域仿真的结果进行了...     

Research on the Influencing Factors on Quality of Railway Construction EPC Project from the Owner's PerspectiveEI北大核心

Research purposes: With the advancement of system reform of China railway, the railway construction project is promoting the application of general contracting (EPC) model, and in this mode, how the owners effectively control the construction quality has become the focus of the current research. To explore of the key factors influencing quality of railway construction project, based on the owner's perspective, from the three stages of design, procurement and construction selecting 10 factors, the DEMATEL method is adopted to analyze the logical relationship between various factors and mutual influence, screening factors which have higher centrality and causality as the key factors affecting the quality of the owner engineering. Research conclusions:(1) The design port and interface management, the comprehensive strength of the construction companies have high centrality and causality, which are the key factors influencing quality of the EPC railway construction project. (2) The situation of carrying out periodic inspection work belongs to the factor with low centrality and high causality. In the process of improving quality of the EPC railway construction project, this factor can be the secondary consideration. (3) The research result can provide scientific and effective references for improving quality of the EPC railway construction project from the owner's perspective. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

有轨电车嵌入式轨道路基结构动应力分布规律

为分析列车荷载作用下有轨电车嵌入式轨道路基结构动应力分布规律,建立现代有轨电车车辆动力学模型和三维精细化的非线性轨道-路基-地基动力学计算模型,获得在不平顺谱激励下的动态轮轨垂向力,研究列车荷载作用下嵌入式轨道路基结构中动应力沿横向、垂向和纵向的分布规律。研究结果表明:在移动列车荷载作用下,轨道路基结构中的动应力沿横向都呈现驼峰形,且应力极值均出现在钢轨下方;同时在距轨道中心线约1.5 m处,基床表层竖向动应力约等于0,表明路基面宽度取为4m是合理的;当取自重应力的20%作为参考标准时,列车荷载在路基中的影响深度为0.75m;当列车速度为70 km/h时,路基基床表层动应力纵向影响范围约为8.8 m;在对轨道结构进行设计时,建议采用单轴双轮加载,而对路基结构进行设计时,建议使用双轴四轮进行加载。