Decomposing travel times measured by probe-based traffic monitoring systems to individual road segments

In probe-based traffic monitoring systems, traffic conditions can be inferred based on the position data of a set of periodically polled probe vehicles. In such systems, the two consecutive polled positions do not necessarily correspond to the end points of individual links. Obtaining estimates of travel time at the individual link level requires the total traversal time (which is equal to the polling interval duration) be decomposed. This paper presents an algorithm for solving the problem of decomposing the traversal time to times taken to traverse individual road segments on the route. The proposed algorithm assumes minimal information about the network, namely network topography (i.e. links and nodes) and the free flow speed of each link. Unlike existing deterministic methods, the proposed solution algorithm defines a likelihood function that is maximized to solve for the most likely travel time for each road segment on the traversed route. The proposed scheme is evaluated using simulated data and compared to a benchmark deterministic method. The evaluation results suggest that the proposed method outperforms the bench mark method and on average improves the accuracy of the estimated link travel times by up to 90%.     

集装箱式电源系统安全监控设计

针对集装箱式电源系统的安全性需求,研制了集装箱安全监控系统。本文介绍了安全监控系统的组成、控制策略和实现方式;详细介绍了安全控制箱的硬件设计和软件设计。实践表明该安全监控系统在应用中满足设计指标和可靠性要求,为集装箱式电源系统的安全可靠运行提供有力保障。     

航运管理信息化的实现

提出了利用J2EE技术实现航运管理信息化的方案,以满足航运业务需求.为解决原有系统与航运业务操作业务管理不紧密结合的状况,把更多的管理要素纳入到信息系统中来,达到业务数据录入质量高、利用率高、统计分析准确有效、系统自动化程度高、数据共享等目的.通过信息化带动航运管理的现代化,增强企业内部管理能力,提升核心竞争力,从而促进企业健康、协调、可持续发展.     

基于PLD的程控数字信号发生器设计与实现

用单片机和PLD实现了程控数字信号发生器.采用虚拟仪器的设计思想,开发了PC机软件编辑信号发生波形和信号发生控制字并下载到发生器中;将被动串行方式下配置PLD的过程集成到系统中,从而使系统脱离专用下载线独立运行;仿真并实现了控制字和有限状态机联合控制信号发生过程的方法.该系统已应用于舰艇装备研仿中,使用效果良好.     

工艺系统对滚压螺纹的影响

帮滚压法加工外螺纹时,组成工艺系统的任一环存在问题或它们的相互位置不正确,均会造成工件用目测不易发现或出现明显的折断螺纹,这种不正常螺纹在成形及校准过程中,又会反作用给工艺系统,造成不良后果。     

水下真空预压的加固机理及其密封铺膜施工工艺

水下真空预压与真空联合膜上覆水预压在应力状态和加固机理方面有着本质区别。水下真空预压过程中总应力不变,真空联合膜上覆水预压过程中土体总应力随膜上覆水厚度的增大而增大。水下真空预压的加固机理与陆上真空预压相同,即总应力不变的情况下,抽真空减小孔隙水压力,从而增大有效应力。水下真空预压前后的有效应力增长幅值与水深无关,其理论最大值为100 kPa。水下真空预压的关键施工工艺主要包括铺膜及密封工艺、真空泵选型与布置。从加固效果好的角度,应该采用类似挪威现场试验的密封膜密封和射流泵抽真空的组合,但水下真空预压施工的现场影响因素复杂,须根据现场实际情况选择性价比最优的方案。水下真空预压密封膜铺设装置专利技术集密封、滤管、出膜装置等功能于一体,实现完全水下环境下的密封膜的铺设及密封,减少水下作业,尤其适用于海上风电领域吸力桶基础的小范围的海底软黏土加固。     

Study on the Stress and Deformation Behaviors of a Deep and Irregular Foundation Pit as the Shield Launching Shaft in a Sea Reclaimed Cofferdam北大核心CSCD

With the development of the tunnel technology in China, the shield tunnel will become an important way to build the Sea-crossing channel. Taking the current largest diameter Shantou Bay shield tunnel in China as the engineering background, this paper introduces the challenges faced by the construction of the shield launching shaft in the reclamation cofferdam: e.g. deep, irregular excavation, deep silt layer and great influence of the seawater. Based on the practical conditions, a top-down construction technique of large ring beam considering two working conditions of foundation pit excavation and shield launching is proposed. Based on three-dimensional finite element analysis and field measurement, the stress characteristics and soil deformation of foundation pit are studied. The results show that the top-down construction technique of large ring beam can effectively control the deformation of the foundation pit and save construction time. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Study on Reinforcing Technology System for the Overlapped Running Shield Tunnels underneath the Track Group of High Speed Railways北大核心CSCD

The large settlements of tracks will emerge due to multiple disturbances in the construction of over- lapped shield tunnels, which affects the running safety of trains. Based on the overlapped Sungang station-Honghu station shield running tunnels of Shenzhen Metro line 7 passing underneath 26 tracks of high speed railways, a rein- forcement technology system consisting of”track support + subgrade reinforcement + interlayer soil consolidation + internal support of the lower tunnel”was developed. The settlements of tracks were mainly monitored automatically with manual monitoring as an auxiliary one. The results show that the maximum settlement of main track caused by constructing overlapped shield tunnels is -5.9 mm which is less than the control value of 10 mm, ensuring the opera- tion safety and verifying the reliability and practicability of the reinforcement technology system. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

一种基于本体的企业建模策略

本体的概念和方法在知识工程中已得到广泛的应用。本文在企业建模领域引入本体思想,阐述了企业本体结构体系和构建方法即建立静态本体和动态本体,并通过一个实例给出了本体建模的方法体系。基于本体的企业建模从根本上解决了企业的知识共享和重用问题。     

长沙-株州-湘潭区域轨道交通建设必要性分析

借助于长沙-株州-湘潭区域轨道交通建设必要性的研究,总结提出了适合区域轨道交通建设必要性分析体系.该体系分为三个层次:宏观层、中观层是及微观层.宏观层是从分析区域轨道交通功能定位及国内外城市群轨道交通发展趋势的角度来判断区域轨道交通建设的必要性;中观层是研究必要性分析框架的内容,将必要性分析分为交通需求的需要、规划上的需要、城市经济的需要、环境能源的需要等四大方面;微观层系针对中观层的框架内容进行与目标区域轨道交通建设必要性相符的深层分析.介绍了长沙-株州-湘潭区域轨道交通建设必要性分析的基本过程及内容.