长江上游集装箱码头陆域堆场平面布置及港内道路纵坡研究

以长江上游重庆寸滩集装箱码头工程的建设条件为基础，提出了代表性的3种集装箱堆场陆域平面布置方案，结合集卡上坡行驶油耗实测试验，分析了港口道路坡度对集卡燃油经济性的影响，对指导长江上游集装箱码头陆域堆场平面布置设计具有一定的参考价值.     

轨道交通 U 梁温度梯度效应研究

为研究轨道交通 U 梁的温度梯度效应,整理并总结目前国内既有项目对高架 U 梁进行的温度监测模式及 研究结果,结合实体有限元模型计算分析,得出 U 梁在各温度梯度模式下的温度应力及变形值,并提出可应用于 工程设计的 U 梁温度梯度模式。研究结果表明,温度梯度荷载工况下的 U 梁纵向正应力值在设计正应力值中占 比相对较大,而横向应力和局部变形差相对较小;轨道交通线路走向大体呈东西向时,高架 U 梁运营后的腹板竖 向温度梯度建议采用指数函数,底板竖向温度梯度建议采用折线函数,研究结果可为相关工程设计提供参考。     

航运市场预测方法研究

引入灰色理论和回归预测模型，提出预测海运市场容量的方法，运用马尔科夫法预测未来公司的市场占有率，并运用敏感性分析搜寻盈利的关键因素。结合实例计算分析，证明该方法的衫性与有效性。     

高速公路合理收费标准确定方法研究

随着投入运营的时间增加,高速公路运营管理中的矛盾日益突出,如何确定科学合理的道路收费率,成为道路经营者普遍关注的问题。在收费标准基本模型的基础上提出了收费标准方案评估模型,利用判断矩阵选择最佳方案,并制定了相应的收费标准的动态调整方法。     

Vehicle sensor data-based analysis on the driving style differences between operating indoor simulator and on-road instrumented vehicle

Abstract

Indoor simulator and on-road instrumented vehicle are the most popular ways to analyze driving behaviors by using collected Vehicle Sensor Data (VSD). However, for a same driver, the driving performance could be different in the real world and in the simulated world. Even though many studies have been conducted to discover the differences of driving behaviors in these two circumstances, little research has focused on analyzing the differences in driving style, which can provide more integrated knowledge of a driver from the natural structure, stimulus–response mechanism, of driving behaviors. Therefore, in this paper, the driving styles in both the real world and the simulated world are extracted by implementing the nonnegative matrix factorization method on the collected VSD data. Through this analysis, the driving style differences can be quantitatively described and discussed in detail. It is found that the drivers tend to be more unstable and sometimes aggressive when driving the simulator and the deviation in the perception of temporal gap in two circumstances is also discovered. The research findings are particularly valuable to calibrate the driving simulator and construct more reliable driving behavior models.     

Reasonable compensation coefficient of maximum gradient in long railway tunnels

This paper deals with the theory and calculation methods for compensation of the gradient in railway tunnels through theoretical analysis,numerical calculation,and statistic regression methods.On the basis of the principle that the resultant force is zero,the formula of the maximum calculated gradient was derived for the freight and passenger line and high-speed passenger special line.The formula of aerodynamic drag in tunnel is provided using the domestic and foreign relevant experimental investigations,an...     

考虑沥青路面材料参数空间差异性的解析计算及影响分析

复杂服役环境下沥青路面的材料参数存在明显的空间差异性，具体表现为沿深度的模量梯度分布与非连续层间接触以及横观各向同性，实现其解析计算对现有的沥青路面力学响应分析及结构设计方法具有重要的参考价值。为此，从弹性力学基本方程出发，基于状态空间法，推导了具有指数模量梯度的横观各向同性弹性层状体系通解；在此基础上，基于波传递方法，将状态向量转换为波向量，并结合边界条件和层间条件，建立了考虑沥青路面材料参数差异性的多层路面结构解析解；然后借助MATLAB平台编制了数值计算程序，采用文献对比、BISAR程序以及有限元软件ABAQUS验证了该解析解的精度与效率；最后结合典型数值算例，阐述了该解析解在沥青Top-Down开裂和传统路面疲劳损伤分析中的应用。理论推导和数值计算结果表明：该解析解摆脱了弹性力学问题求解对应力函数的依赖性，并且借助波传播方法，避免了求解中正指数过大对求解精度的影响，并使得边界条件和不同层间接触关系的描述更加便捷；沥青路面材料参数的空间差异性不可忽视，沥青面层连续模量梯度会造成更大的路表拉应力和最大剪应力，进而加剧沥青路面的Top-Down开裂；而横观各向同性和层间接触状态间存在耦合效应，从而会加剧沥青路面的疲劳损伤。     

Non-fragile multi-objective static output feedback control of vehicle active suspension with time-delay

This paper presents an approach to design a delay-dependent non-fragile H_∞/L₂–L_∞ static output feedback (SOF) controller for active suspension with input time-delay. The control problem of quarter-car active suspension with actuator time-delay is formulated to a H_∞/L₂–L_∞ control problem. By employing a delay-dependent Lyapunov function, new existence conditions of delay-dependent non-fragile SOF H_∞ controller and L₂–L_∞ controller are derived, respectively, in terms of the feasibility of bilinear matrix inequalities (BMIs). Then, a procedure based on linear matrix inequality optimisation and a hybrid algorithm of the particle swarm optimisation and differential evolution is used to solve an optimisation problem with BMI constraints. Design and simulation results of non-fragile H_∞/L₂–L_∞ controller for active suspension show that the designed controller not only can achieve the optimal performance and stability of the closed-loop system in spite of the existence of the actuator time-delay, but also has significantly improved the non-fragility characteristics over controller perturbations.     

A theoretical foundation for the relationship between generalized origin–destination matrix and flow matrix based on ordinal graph trajectories

This paper shows the relationship between flow, generalized origin–destination (OD), and alternative route flow from a set of ordinal graph trajectories. In contrast to traffic assignment methods that employ OD matrix to produce flow matrix, we use ordinal trajectory on a network graph as input and produce both the generalized OD matrix and the flow matrix, with the alternative and substitute route flow matrices as additional outputs. By using linear algebra‐like operations on matrix sets, the relationship between network utilization (in terms of flow, generalized OD, alternative route flow, and desire line) and network structure (in terms of distance matrix and adjacency matrix) are derived. Copyright © 2012 John Wiley & Sons, Ltd.