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61.
Xinkai WuHenry X. Liu 《Transportation Research Part B: Methodological》2011,45(10):1768-1786
In this paper a new traffic flow model for congested arterial networks, named shockwave profile model (SPM), is presented. Taking advantage of the fact that traffic states within a congested link can be simplified as free-flow, saturated, and jammed conditions, SPM simulates traffic dynamics by analytically deriving the trajectories of four major shockwaves: queuing, discharge, departure, and compression waves. Unlike conventional macroscopic models, in which space is often discretized into small cells for numerical solutions, SPM treats each homogeneous road segment with constant capacity as a section; and the queuing dynamics within each section are described by tracing the shockwave fronts. SPM is particularly suitable for simulating traffic flow on congested signalized arterials especially with queue spillover problems, where the steady-state periodic pattern of queue build-up and dissipation process may break down. Depending on when and where spillover occurs along a signalized arterial, a large number of queuing patterns may be possible. Therefore it becomes difficult to apply the conventional approach directly to track shockwave fronts. To overcome this difficulty, a novel approach is proposed as part of the SPM, in which queue spillover is treated as either extending a red phase or creating new smaller cycles, so that the analytical solutions for tracing the shockwave fronts can be easily applied. Since only the essential features of arterial traffic flow, i.e., queue build-up and dissipation, are considered, SPM significantly reduces the computational load and improves the numerical efficiency. We further validated SPM using real-world traffic signal data collected from a major arterial in the Twin Cities. The results clearly demonstrate the effectiveness and accuracy of the model. We expect that in the future this model can be applied in a number of real-time applications such as arterial performance prediction and signal optimization. 相似文献
62.
在无信息、发布历史信息和发布预测信息3种信息条件下,分别建立了驾驶员的路径理解行程时间期望值的更新模型.通过建立一个含有2条平行路径的简单路网,对3种交通信息条件下驾驶员逐日路径选择进行了仿真,结果表明:交通信息对驾驶员的作用与驾驶员路径选择的随机程度和对信息依赖程度有关;在3种交通信息条件下,路网均不能达到用户均衡平衡状态;交通信息的预测方法不同,预测信息对驾驶员路径选择的影响有差异. 相似文献
63.
针对浅埋超小间距隧道盾构施工,文章以特拉维夫红线轻轨工程西标段双线盾构施工为工程背景,从隧道加固施工、盾构掘进控制、监测控制与应急管理等方面进行系统研究。结果表明,加固施工在小间距盾构隧道施工中至关重要,可有效降低隧道施工风险;对未加固的小间距盾构隧道施工,应保持土压平稳,加强土压精细化控制;严格控制出渣量,做好渣土改良,控制土体损失率低于0.3%;在盾壳外部注入膨润土或克泥效,可有效地减少邻近隧道的位移量;应结合实时监测数据,控制回填注浆量及注浆质量;隧道施工过程应加强对邻近既有建筑物的监测。 相似文献
64.
川江汽车滚装船是近年来万州水运市场的一个热点.在水运市场全面萧条的状况下,业内有识之士看准了进出川江汽车翻山越岭的艰辛,将半舱机驳船割除船首加装跳板装上汽车,千里川江一泻而下,陆路的天险顷刻转为水上通途.这种运输方式一出现,立即受到市场青睐.但在一哄而上的竞争中,大部分滚装船的建造质量令人堪忧. 相似文献
65.
交通工程安全管理工作开展时,为全面提升交通工程安全管理水平与效能,应当合理应用信息化管理技术,建构现代化交通工程安全管理体系与模式,不断推动我国交通事业高质量发展。本文就信息化管理在交通工程安全管理工作中的实际应用进行分析探讨。 相似文献
66.
67.
Development and Evaluation of a High Voltage Supply Unit for Electrorheological Fluid Dampers 总被引:1,自引:0,他引:1
Murray Sturk Graduate Research Assistant X.M. Wu Postdoctoral Fellow J.Y. Wong Professor Director respectively 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》1995,24(2):101-121
Controllable dampers using electrorheological (ER) fluids have attracted considerable interest in recent years. They are proposed for use in semi-active suspensions for ground vehicles. The main advantages of ER fluid dampers are their fast response, ease of control, simple construction and low power requirements. This paper describes the development and testing of a high-voltage supply unit for modulating the damping force of an ER fluid damper. Experimental results on the vibration isolation characteristics of an ER fluid damper with different control strategies, obtained using a quarter-car model test rig, are also presented. 相似文献
68.
网络环境下的数据库共享与集成一体化解决方案讨论是一个热门话题。XML的出现为Internet上数据存储和数据交换提供了很大的发展空间。提出了数据库直接基于SQL的XML动态发布方案,论述了方案的基本思想、整体框架和关键算法,最后介绍了最终实现的系统原型。 相似文献
69.
70.
A link-node complementarity model and solution algorithm for dynamic user equilibria with exact flow propagations 总被引:2,自引:0,他引:2
Xuegang Ban Henry X. Liu Michael C. Ferris Bin Ran 《Transportation Research Part B: Methodological》2008,42(9):823-842
In this paper, we propose a link-node complementarity model for the basic deterministic dynamic user equilibrium (DUE) problem with single-user-class and fixed demands. The model complements link-path formulations that have been widely studied for dynamic user equilibria. Under various dynamic network constraints, especially the exact flow propagation constraints, we show that the continuous-time dynamic user equilibrium problem can be formulated as an infinite dimensional mixed complementarity model. The continuous-time model can be further discretized as a finite dimensional non-linear complementarity problem (NCP). The proposed discrete-time model captures the exact flow propagation constraints that were usually approximated in previous studies. By associating link inflow at the beginning of a time interval to travel times at the end of the interval, the resulting discrete-time model is predictive rather than reactive. The solution existence and compactness condition for the proposed model is established under mild assumptions. The model is solved by an iterative algorithm with a relaxed NCP solved at each iteration. Numerical examples are provided to illustrate the proposed model and solution approach. We particularly show why predictive DUE is preferable to reactive DUE from an algorithmic perspective. 相似文献