客运专线铁路大号码道岔应答器组设置方案探析

客运专线铁路在设置跨线联络线时,正线道岔选用1/42大号码道岔后,需结合工程实际研究大号码道岔应答器组的设置原则,同时分析在大号码道岔离去区段设置有小于道岔侧线允许过岔速度的固定限速时,动车组列车存在超速的风险。通过分析研究大号码道岔应答器组的设置及报文发送原则,计算进路行车许可长度,理论分析特殊场景下动车组接发车是否存在超速的应用举例,研究结果表明:对于具备大号码道岔的侧向进路,当侧向接车时进站信号机开放USU,且同时满足进路行车许可长度超过制动距离检查范围,侧向进路范围内无低于大号码道岔侧向允许速度的临时限速条件时,列控中心可发送大号码道岔数据包;同时在离去区段制动距离内有低于大号码道岔侧向允许速度的固定限速时,动车组列车运行无超速的可能。     

大修线路信号系统改造方案的研究

目前诸如上海、北京等城市的一些轨道交通线路已达到了大修改造年限。随着大城市客流量的增大,运营压力与日俱增,为降低改造工程对运营的影响,应采用最适合的方式进行改造。本文对大修线路信号系统的各种改造方案进行对比分析,为线路改造方案的选择提供参考。     

Active response control of an offshore structure under wave loads using a modified probabilistic neural network

Offshore structures are subjected to wave, wind, and earthquake loads. The failure of offshore structures can cause sea pollution as well as loss of property and life. Therefore, the safety of such structures is an important issue. The reduction of the dynamic response of an offshore structure subjected to wind-generated random ocean waves is another critical problem with regard to the serviceability, fatigue life, and safety of the structure. In this article, the responses of offshore structures under random ocean waves are controlled using a modified probabilistic neural network (MPNN). As a more advanced method, it uses the global probability density function (PDF) produced by summing the heterogeneous local PDFs automatically determined from the individual standard deviation of each variable. The state vectors in a state-space model of a structure and the resulting control forces made by a linear quadratic regulator algorithm were used to generate the training patterns for the MPNN and a conventional multilayer perceptron (MLP). The results were compared with those produced by back-propagation based on the MLP. The proposed MPNN method shows good results not only in controlling the responses but also in terms of the computation time.     

铁路紧急输送计划模型与算法研究

铁路日常运输生产过程中,有时会产生一些特殊需求的紧急运输。针对其运量大、时限要求紧的特点,可采用基于"固定点号"的方法安排运行计划,实现流线间的有机结合。本文阐述"固定点号"的相关概念和基本方法,建立了基于"固定点号"方法的多个0-1规划模型。在车站到发能力满足一定利用率条件下,通过对运行线的选用与匹配,明确"固定点号",使到达列车车次与出发列车车次相互接续且接续时间最短。其中,"车站对点号模型"描述前后接续的三个车站组成的"车站对"的运行线运用情况,"多车站对点号模型"描述相邻的多个"车站对"的运行线运用情况,"径路点号模型"描述运输径路的运行线运用情况。提出采用分支定界法求解上述模型,在求解规模较大的径路点号模型时,可采用动态规划方法,先计算节点间的局部径路,再求解仅包含节点的简化径路。针对上述模型提供算例,并编程计算给予验证。     

重卡线束布置原则及固定方式浅析

随着汽车可靠性、安全性的提高,电子电气技术被广泛地运用到其中,电器件使用频率越来越高,使得汽车上电路数量及用电量也在不断地增加,对于整车的线束布置设计要求也越来越复杂化。文章以商用车整车线束布置为核心,明确整车线束三维布置设计原则,提出整车线束布置方式,分析整车线束布置中应注意的问题,提高整车线束布置的合理性和科学性。     

Impact of road gradient on energy consumption of electric vehicles

We investigate the impact of road gradient on the electricity consumption of electric vehicles (EVs) by combining long-term GPS tracking data with digital elevation map (DEM) data for roads in Aichi prefecture, Japan. Eight regression models are constructed and analysed to compare the differences between linear and logarithmic forms of trip energy consumption, differences between considering the road gradient or not, and differences between considering the fixed effects of EVs or not. By categorizing gradients and assigning a percentage of the trip distance to each category, a significantly better model of electricity consumption can be achieved. The results of this study are a novel contribution toward understanding the challenges and benefits associated with downgrade braking on energy regeneration.     

浅谈用定点移动基线法测设S曲线

阐述了用定点移动基线法测设S曲线方法。     

桥墩紊流宽度的试验研究

由于我国现行的《内河通航标准》(GB50139-2004)中,没有桥墩紊流宽度的计算方法,桥梁设计人员为了保证船舶航行安全,通常将桥梁跨度加大,这样既增加了结构设计的难度,又增加了工程的投资。通过水槽定床和动床试验,分析了行近流速、行近水深、来流角度、桥墩尺寸、桥墩墩型、桥墩冲刷等因素对桥墩紊流宽度的影响,利用量纲分析法对实测数据进行整理,推导出了桥墩紊流宽度的计算公式。     

第三方物流服务提供者定价方法研究

随着企业认识到现在物流代表着第三利润源泉,物流外包逐渐增加,第三方物流企业在国民经济中也就发挥着越来越重要的作用。需求的增加刺激了供给的进一步扩大,物流企业之间的竞争也逐渐激烈起来,以此为背景,本文主要讨论了面临竞争激烈的市场环境,第三方物流企业需要如何选择有效的定价策略。