A generalized partite-graph method for transportation data association

There are many problems in transportation which involve reconstructing the associations between different entities. For example, data points related to a vehicle from different sensors could be matched to reconstruct the trajectories of vehicles. Or, in population synthesis for microsimulation, lists of persons, dwellings, and vehicles could be generated individually from source data and then matched into synthetic households. There are numerous other examples. The unifying theme is a desire to construct realistic unit-level associations from aggregate or anonymized data. The problem demands a method that is behaviorally consistent and operationally efficient to handle large datasets. We adapt concepts from graph theory to formulate this class of problems as a k-partite graph. This approach is generic and can incorporate expectations of behavior in the form of edge weights. A Dijkstra algorithm based solution is proposed for a subset of k-partite graphs which permits a direct comparison with pair-wise matching and applied to a case study of bicycle tracklets. We then propose an iterative improvement algorithm as a generic method and apply it to a complete k-partite graph in a population synthesis case study. The first case study shows that the k-partite algorithm outperforms the previously used pair-wise matching algorithms. The second case study demonstrates the generality of the proposed algorithm to all k-partite graphs and shows that the generic method is fast and scalable to large problems. As a whole, this paper aims to show that k-partite methods are behaviorally consistent, efficient, and potentially applicable to a wide variety of transportation data association problems.     

An experimental study on the dynamic response of a hull girder subjected to near field underwater explosion

An experiment of hull girder model subjected to near field underwater explosion at midship is implemented. High-speed photography is applied to achieve the time history of hog displacement of the hull girder model subjected to shock wave of undex. The determination method of hog distortion using these show-motion pictures is presented. The experiment also achieves the local plate distortion of the hull girder model. Based on these works, the damage mechanism and mode of hull girder subjected to near field undex at midship are discovered. Finally, the coupling effect between whole motion of hull girder and distortion of local structure is discussed.     

液压减振器动态数学模型的研究

采用一种全新的数学模型描述液压减振器的阻尼力,建立完整的液压减振器数学模型。模型含有8个参数。这些参数具有明确的物理含义,可以完整描述如第1阻尼系数、泄载点以及第2阻尼因子等减振器外特性曲线。同时,这些参数直接反映减振器液压阀的结构配置和阻尼特性之间的关系。这种液压减振器动态数学模型,可为改进和优化减振器性能提供有效的数字设计工具,适用于车辆系统动力学的深入研究。该模型在专业实验室进行了充分的验证试验。试验数据和模型计算结果非常吻合。     

现状车载下旧桥承载力评定和可靠度有限元分析

采用三维体元,进行4座旧桥现状车载(大于设计车载的2 5倍)下的有限元分析,对其承载力进行评定。结果表明,4座旧桥中有1座桥必须拆除,2座桥需要适当加固,1座桥不需要加固。用随机有限元计算旧桥在现状车载下的剩余可靠度结果表明,精确的分析模型能挖掘桥梁的承载潜力。用PSAP计算可靠度指标的灵敏度发现,可靠度指标对混凝土弹性模量比活载更敏感。     

铁道车辆轮重测定仪检定装置的研制

为满足铁路货场铁路车辆轮重测定仪的现场检测与维修工作,研制了体积小、重量轻、结构简单的LJ-B型铁路车辆轮重测定仪检定装置。从研制目标、系统结构与原理、研制方案和技术难点及实际运用情况等方面,详细介绍LJ-B型铁路车辆轮重测定仪检定装置。     

基于车辆系统稳定性分析的晃车现象研究

基于多体动力学软件MSC.ADAMS的Rail模块建立CRH2高速检测车的动力学仿真模型,并利用实验数据对该模型进行验证,结果表明所建立的动力学仿真模型准确.利用该模型对CRH2高速检测车进行稳定性分析的结果表明:CRH2高速检测车上心侧滚振型的阻尼因子绝对值随着车速的提高先增大后减小,在100km·h-1附近达到最大;随着车速的提高,转向架整体蛇行振型的阻尼因子绝对值也呈先增大后减小的趋势,在运行速度为230 km·h-1时达到最大,表明此时CRH2高速检测车稳定性最佳.分析晃车现象的结果表明:轮轨关系不匹配使转向架整体蛇行振型的阻尼因子过小,导致晃车现象,在仿真中将轮对内侧距由1 353 mm改为1 360 mm后,晃车现象消失;当速度为200 km·h-1时,CRH2高速检测车上心侧滚振型的振动频率为1.6Hz,阻尼因子为负且非常接近0,导致上心侧滚振动衰减较慢,从而也会产生晃车现象.晃车现象与车辆系统的蛇行失稳不是同一概念,在实际的应用中应加以区别.     

某特长水下隧道气动效应试验研究

采用CRH2-061C动车组,以180～320km.h-1速度往返运行,对某特长水下隧道下行线进行气动效应试验研究。研究结果表明:隧道内瞬变压力、列车风、气动载荷和隧道洞口微气压波值均随着车速的增加而增加,车厢内舒适度随着车速的增加而减少;隧道南口的微气压波值、首波压力梯度均小于北口,这主要是由于南、北口的缓冲结构型式存在差异;隧道内附属设施受到的气动荷载、车内气压3s变化值均在相关标准的要求值之内;车速大于250km.h-1时,乘员有耳鸣和不舒适感。根据研究结果提出如下建议:CRH2-061C动车组通过该隧道的合理速度为260km.h-1;开启隧道内联络通道或布置吸能材料以衰减压力波的传播能量;研究制订复合型舒适度控制标准。     

奥迪100型汽车模型表面压力分布的试验研究

本文论述了汽车模型风洞试验的理论基础,介绍了奥迪100型轿车1:5模型在FD-09风洞中的测压试验,并对试验结果进行了分析。     

路桥过渡段纵向处理长度范围研究

桥头跳车现象是公路中常见的病害之一,它的存在严重影响了行车的舒适性,降低了车辆的行驶速度和道路的通行能力,加剧了车辆及桥台构造物的损坏。从台背过渡段路基产生沉陷的原因出发,通过建立三维空间模型,应用有限元法对产生不均匀沉降的可能影响因素进行了计算分析,并在此基础上给出了台背过渡段纵向处理的长度范围要求。     

桥头跳车原因分析及防治

根据已建成通车的道路使用情况,系统分析桥头产生跳车的原因,同时提出一些处治方法.