Wind Vibration Study of Long-span Steel Arch Structure of Beijing Capital International Airport

IntroductionThe long-span light-weight steel arch struc-tures have been widely used in the world due to itsbeautiful shape and reasonable mechanical charac-teristics. With the development of the computa-tional theory, the steel arch span becomes longerand longer. So, the wind loads become the majoror even dominant loads applied on steel arch struc-tural system[1~3]. The distress and damage willprobably occur in the structure, because of thelong term wind-induced vibration.1 Structural Wind-in…     

Can agents measure up? A comparative study of an agent-based and on-line optimization approach for a drayage problem with uncertainty

Experiments studying the behavior of agent-based methods over varying levels of uncertainty in comparison to traditional optimization methods are generally absent from the literature. In this paper we apply two structurally distinct solution approaches, an on-line optimization and an agent-based approach, to a drayage problem with time windows under two types of uncertainty. Both solution approaches are able to respond to dynamic events. The on-line optimization approach utilizes a mixed integer program to obtain a feasible route at 30-s intervals. The second solution approach deploys agents that engage in auctions to satisfy their own objectives based on the information they perceive and maintain locally. Our results reveal that the agent-based system can outperform the on-line optimization when service time duration is highly uncertain. The on-line optimization approach, on the other hand, performs competitively with the agent-based system under conditions of job-arrival uncertainty. When both moderate service time and job-arrival uncertainties are combined, the agent system outperforms the on-line optimization; however, in the case of extremely high combined uncertainty, the on-line optimization outperforms the agent-based approach.     

城轨虚拟编组关键性能指标及技术探讨

列车虚拟编组技术能够实现车辆资源的高效灵活利用,是解决轨道交通客流时空分布不均衡问题的有效方法,已成为国内外的研究热点。既有研究借鉴了汽车编队追踪的思路,主要关注于列车稳定追踪的相关方法,未能完全适应轨道交通的实际需求。针对城市轨道交通(简称“城轨”)虚拟编组研究的需要,深入分析城轨列车运行的特征,在此基础上总结提出包括站台停车时间差等在内的城轨列车虚拟编组应符合的技术性能指标;其次,针对虚拟编组的技术特征,提出包括大小交路和Y型线路等适合列车虚拟编组的潜在应用场景,并对实现虚拟编组的关键技术及其原理进行介绍,可为城轨列车虚拟编组研究提供参考。     

USB摄像头在活塞热疲劳试验中的应用

活塞的热疲劳试验有温度控制和时间控制两种工作模式。为保持两种工作模式下火焰温度的基本一致,采用USB摄像头进行活塞热疲劳试验台的火焰温度监控。介绍了BCB6.0作为编程环境实现火焰图像采集、图像分割处理以及平均灰度值计算的方法,并给出了实际应用结果。     

区域性城际轨道交通客流预测方法研究

分析了区域性城际轨道交通规划与传统交通规划方法的差异,提出了城际轨道交通客流的特点,以及以影响范围、交通小区划分、交通方式分担、诱增客流、时间价值为要点的区域性城际轨道交通客流预测方法。     

广州地铁四号线列车牵引安全保护电路的改进

介绍了目前广州地铁四号线列车牵引安全保护的原理,分析了在牵引封锁回路中缺少全列车气制动联锁逻辑控制的安全隐患,并针对这个隐患提出了解决方案。     

Effect of wind speed variation on the dynamics of a high-speed train

The severe shaking due to wind speed variation in high-speed trains has a negative impact on driving safety and riding comfort. It is difficult to solve this problem by directly applying civil engineering technology because of the actual conditions. Therefore, set up a reasonable train operation plan considering the wind speed variation under strong winds is very important. In this study, a multi-body simulation model of a CRH2 high-speed rail vehicle is constructed, and the overturning coefficient is set as the safety limit, we established a crosswind model on the basis of measured wind speed curves and investigated the effect of the rate of wind speed changes, the duration of maximum wind speed and the variation of wind speed in different amplitude on the dynamics of the high-speed train. Considering the most critical wind speed variation conditions, the characteristic wind curve is obtained, which can be used as a reference to set up a reasonable train operation scheme considering the wind speed variation.     

镇海化工区应急指挥系统的建设

宁波港集团化工区应急指挥系统由指挥中心、视频监控、有线广播、无线通讯4个部分构成,它是在整合现有资源的基础上,采用先进技术建立的集通信、指挥和调度于一体的智能化的应急服务系统.该系统的建成,使港口化工区的安全管理更加科学和高效.     

高速铁路路基结构时变系统耦合动力分析

在车辆的走行过程中,上部与下部是相互作用和影响的,因此,轨道交通问题实际上就是线路上下部结构和车辆系统的体系匹配问题。本文针对列车走行的实际情况,将轨道-路基作为参振子结构纳入车辆计算模型,建立了包含车辆、钢轨、轨枕、道床和路基作为一体的二系垂向耦合动力分析模型。作为模型的验证,结合京秦线提速改造工程进行了列车-路基动力仿真计算,得出在不同行车速度条件下,机车车辆通过路基段加固前后状态下的车体加速度、动轮载、轮重减载率及道床和路基主要动力性能指标,并与实车试验进行对比。试验测试结果验证了理论模型和分析方法的有效性,为高速铁路路基的动力特性分析和设计提供一些参考。     

粉煤灰取代矿粉在路面基层水泥中的应用研究

利用粉煤灰取代矿粉制备路面基层专用水泥,研究了粉煤灰的掺量对路面基层专用水泥的凝结时间、强度、胀缩特性的影响.结果表明：粉煤灰在掺量为15％的条件下,路面基层专用水泥的凝结时间、微膨胀性能均满足相应的施工要求,强度明显高于P·C32.5级水泥力学性能的指标.且采用粉煤灰取代矿粉生产路面基层专用水泥有效降低了水泥的生产成本,具有良好的经济效益.