招聘问题的数学模型

对招聘过程中多个定性因素,采用了模糊语言评估,用等级测评法将各类指标模糊量化;运用了多属性决策中的目标规划,引入权重对同一优先级上的不同评价指标进行综合分析,从而解决了不同优先级上各级的择优选择问题;并针对不考虑应聘者志愿和考虑应聘者志愿两种不同情况,分别给出了两种录用分配方案。     

论民事优先权种类的立法选择

民事优先权的种类是构建民事优先权制度的核心问题.本文从厘清民事优先权的含义着手,分析了我国民事优先权的立法现状,最后结合国外的立法例及我国学者提出的相关建议稿,对我国《物权法》上民事优先权种类的设置提出若干立法建议.     

全面落实优先发展公共交通战略促进城市科学发展和社会和谐

优先发展城市公共交通是实现国家能源战略的必然要求,是实施国家环境保护基本国策的重要内容,是集约节约用地的有效措施,是中国特色城镇化道路的应有内涵.优先发展城市公共交通是时代赋予地方政府和各级建设部门的历史重任.要发挥城市规划的调控作用,制定和落实促进公共交通优先发展的经济政策,积极稳妥地推进城市公共交通行业改革,切实抓好出租汽车的稳定工作,进一步落实地方政府和各级建设部门的责任.同时,充分发挥企业特别是骨干企业在实施优先发展公共交通战略中的作用.实施优先发展公共交通战略的关键是抓好各项政策措施的落实.建设部将积极推动公共交通法制建设,把优先发展公共交通纳入规范化、法制化轨道.     

快速公交系统站台停靠时间模型研究

快速公交系统停靠站台停车延误是影响快速公交运行车速的关键因素之一,因此构建快速公交系统站台停靠时间模型是提升快速公交服务水平的基础理论研究。本文选取盐城BRT-1号线的起始站、中途站、客流离散站等三类站点为研究对象,综合运用数理统计法与数据挖掘法,构建快速公交系统站台停靠时间模型,并对该模型的合理性进行了检验。研究表明:盐城市BRT-1号线三类站台的快速公交车辆停靠时间与上下车乘客人数呈线性关系,即快速公交车辆停靠时间与上下车乘客人数的检验参数R2均大于0.8。     

BRT专用车道站台段钢桥面铺装的一种解决方案

BRT专用车道的定点停车位作为铺装的薄弱点,若铺装层的高温动稳定性不足将造成该处形成剪切推移、车辙等病害。以贵阳市中环路为背景,对BRT专用车道站台段钢桥面铺装的四个方案进行比选,并选取热拌式沥青混凝土作为实施方案,经验证效果良好,可为国内外的类似工程提供参考。     

宜昌市夜明珠路总体方案研究

结合宜昌BRT(快速公交系统)建设对宜昌市夜明珠路进行改造,受众多因素控制,道路改造难度较高。介绍了工程建设条件及总体设计方案。总体方案结合路线两侧现状地形、控制因素等不同特点,将路线分为沿河线段和合流线段两个典型路段,并进行方案比选,综合各方面因素,得出了推荐方案。     

Understanding the impacts of a combination of service improvement strategies on bus running time and passenger’s perception

Transit agencies implement many strategies in order to provide an attractive transportation service. This article aims to evaluate the impacts of implementing a combination of strategies, designed to improve the bus transit service, on running time and passenger satisfaction. These strategies include using smart card fare collection, introducing limited-stop bus service, implementing reserved bus lanes, using articulated buses, and implementing transit signal priority (TSP). This study uses stop-level data collected from the Société de transport de Montréal (STM)’s automatic vehicle location (AVL) and automatic passenger count (APC) systems, in Montréal, Canada. The combination of these strategies has lead to a 10.5% decline in running time along the limited stop service compared to the regular service. The regular route running time has increased by 1% on average compared to the initial time period. The study also shows that riders are generally satisfied with the service improvements. They tend to overestimate the savings associated with the implementation of this combination of strategies by 3.5-6.0 min and by 2.5-4.1 min for both the regular route and the limited stop service, respectively. This study helps transit planners and policy makers to better understand the effects of implementing a combination of strategies to improve running time and passenger’s perception of these changes in service.     

Analytical Approach to Evaluating Transit Signal Priority

Successful deployment of transit signal priority (TSP) systems requires thorough laboratory evaluation before field implementation. Traffic simulation is a powerful tool in this regard; however, it requires tremendous efforts toward network coding, data collection, and model calibration. Besides, simulation models tend to be project specific, and the models developed for one project are often discarded upon the completion of that project. In this paper, it is shown that the impacts of two fundamental TSP strategies (early green and extended green) can be evaluated using an analytical approach. The impacts of the above two strategies on both the prioritized and the nonprioritized approaches are illustrated using graphical as well as analytical methods. A simulation study is then conducted for comparison analyses, followed by a statistical approach for the test of generality.     

单交叉口公交信号优先控制策略建模研究

为研究公交信号优先策略对交叉口公交车及社会车辆的影响,建立公交信号优先控制模型及延误模型,以采取公交优先方式后交叉口所有车辆的人总延误减小为控制目标,引入效益指数PI,以信号交叉口优先相位获得的效益与非优先相位损失效益的差值来衡量整体效益,使得每一次采取的公交优先策略都能提高信号交叉口的整体效益。结果表明:在信号交叉口采取信号优先控制策略后,交叉口车辆的人总延误显著降低。本研究成果对其他信号优先控制方式模型、交叉口群公交优先协调控制等具有一定的参考价值和理论意义。     

基于人均延误的公交优先信号交叉口配时研究

以交叉口人均延误最小为目标,考虑公交专用道影响因素,利用延误偏差优度指数建立信号配时优化模型。结合实例,实现定时控制交叉口参数确定过程,并得到参数与延误偏差优度指数的关系。该配时方案能有效减少人均延误,为进一步发展公交优先及提高交叉口通行能力提供理论依据。