Shockwave-based queue estimation approach for undersaturated and oversaturated signalized intersections using multi-source detection data

With the progress of information and sensing technologies, estimating vehicular queue length at signalized intersections becomes feasible and has attracted considerable attention. The existing studies provided a solid theoretical foundation for the estimation; however, the studies have some restrictions or limitations more or less. This paper presents a new methodology for estimating vehicular queue length at signalized intersections using multi-source detection data under both undersaturated and oversaturated conditions. The methodology applies the shockwave theory to model queue dynamics. Using data from probe vehicles and point detectors, analytical formulations for calculating the maximum and minimum (residual) queue lengths of each cycle are developed. Ground truth data were collected from numerical experiments conducted at two intersections in Shanghai, China, to verify the proposed methodology. It is found that the methodology has mean absolute percentage errors of 17.09% and 12.28%, respectively, for maximum queue length estimation in two tests, which are reasonably effective. However, the methodology is unsatisfactory in estimating the residual queue length. Other limitations of the proposed models and algorithms are also discussed in the paper.     

基于序列影像种子跟踪的道路线自动提取算法

为快速建立道路精确的几何模型,利用车载移动测量系统获取的序列影像开展了道路边线自动提取方法研究.针对不同类型道路边线的特征,提出了一种基于序列影像种子跟踪的道路线自动算法.首先,对不同质量道路影像分别采用基于灰度信息和梯度信息的道路边线边缘检测方法;其次,采用线性回归模型拟合道路边线,以当前帧拟合直线为种子点,提出了基于种子直线的序列影像感兴趣预测方法,在此基础上对下一帧影像道路边线进行跟踪;最后,以高速公路和城市街区道路序列影像为例,开展了道路边线自动跟踪提取试验,结果表明此方法可以达到优于20 cm的精度,具有很好的鲁棒性.     

汽车离合器从动盘扭转耐久试验中弹簧疲劳断裂的自动识别

对汽车离合器从动盘扭转耐久试验中弹簧断裂的自动识别技术进行研究，提出一种以弹簧刚度特性变化为识别特征的识别原理，进行了相关的分析计算；介绍了基于此原理的自动识别方案及测试过程，并给出实际运行结果。此技术提高了测试智能化水平。     

图像测量技术在汽车轴距差检测中的应用研究

通过采集汽车直行中轮胎印迹图像 ,利用偏差相对测量法 ,即先测出汽车单轴的偏斜量 ,然后计算出汽车轴距左右差。通过开发的检测系统进行试验 ,结果表明 ,检测精度满足汽车轴距左右差在线检测要求。     

Bolster spring fault detection strategy for heavy haul wagons

An on-board health monitoring system is proposed for heavy haul wagons in this paper including a signal-based fault detection and isolation (FDI) method and an on-line fault diagnose strategy. Such a system, to be feasible on freight wagons, must be sufficiently cheap and robust, hence the design assumes the constraint of using only two accelerometers mounted on the front left and right rear part of each carbody in a heavy haul train. This paper focuses on the detection of bolster spring fault conditions. The problem is made more complex by the modes of failure which might be expected in bolster spring nests. Types of spring failure are firstly identified and discussed covering situations of broken (shortening springs) and softening (individual spring loss from a nest or cross-section loss through corrosion). The effects of these faults and their detectability were investigated using simulations on straight and curved track and using a fully detailed model of a typical 40?t axle-load heavy haul wagon. The simulation results were then examined and compared using cross-correlation analysis and an FDI system was proposed. The FDI system introduced five possible fault indicators. Initial results indicated that it was possible to detect changes in bolster stiffness of ±25%. An on-line fault diagnoses strategy is proposed for bolster spring faults which only requires data from wagon monitoring during travel around sharp curves to detect and the occurrence of confirm faults. The functionality envisaged needs only a ‘once per trip’ monitoring site, such as a sharper curve, and is aimed at condition monitoring rather than the provision of alarms or comprehensive monitoring of all events.     

声波透射法检测基桩完整性的影响因素

在介绍声波透射法测试的基本原理基础之上,对声波透射法检测中扶正器和声测管管径导致的声时波动进行了分析,并提出可以将声测管作为钢筋笼的一部分在桩基的整体结构中发挥作用。     

曲面灰色关联性在桥梁静载损伤定位中的应用

基于灰色理论的关联性分析方法,首次提出两空间曲面相关性概念和灰色高斯曲率关联系数,并将其应用到基于桥梁静载试验的损伤定位中,提出对局部损伤非常敏感的静态位移高斯曲率置信因子,通过该因子对各测点的损伤进行精确判断;并将其运用在五跨连续刚构桥的损伤定位上,从定位的结果可以看出,定位的精度可以由测点布置精度来控制,还可以进行单损伤和多损伤的定位,因此该方法在桥梁损伤定位中具有较广阔的应用前景.     

复式拱桥加固与保护设计

以重庆市石柱县过蛟龙古拱桥与现代新拱桥迭合而成的复式拱桥的加固与保护设计为例,通过现场病害调查、合理计算模型的探讨找出病害所在及病害产生的原因,提出了桥梁加固与保护所采取的方法。     

基于小波变换与支持向量机的舰船水压信号检测方法

采用小波变换与支持向量机相结合对舰船水压场信号建立检测模型.该方法通过对海浪信号进行小波分解并对某一特定低频频段信号重构,利用支持向量机对重构信号建立预测模型,预测误差值作为特征值对舰船水压信号进行检测.通过检测验算表明此方法的有效性,特别是在低信噪比情况下,仍能较好地检测到目标信号.     

土石混填路基强夯法施工质量无损检测技术

对于土石混填路基强夯处治效果的评价,还没有比较好的无损检测手段。采用测量面波速度的方法来评价强夯加固处治措施的效果,在阐述了该方法的原理及特点后,结合梁长高速公路的路基强夯实际工程,应用该方法对该段高速公路的路基压实度进行了评价。结果表明:强夯处治前后面波速度的变化反映了岩土力学性质的变化,利用测量面波速度的方法可以评价强夯加固处治措施的效果,瑞利波法用于评价强夯施工效果高效、准确,值得大力推广。