充分发挥道路运输业的比较优势努力做好"三个服务"——在全国道路运输工作会议上的讲话(节选)

文章充分肯定了近年来我国道路运输工作取得的成绩,阐述了交通运输业今后的工作重点,提出了道路运输业发展的总体目标和要求。     

西宁至成都铁路引入西宁枢纽总图方案研究

通过对西宁铁路枢纽现状及存在问题进行分析,结合在建西宁站改及相关工程项目实施,以及枢纽内曹家堡物流中心、新建编组站研究情况,提出枢纽总图布局构想。按照充分利用既有设施,点线能力协调,列车径路顺畅,客货运设施布局合理及适应城市总体发展规划要求的原则,针对西宁至成都铁路引入西宁铁路枢纽方案,根据接轨点及枢纽编组站设置位置的不同共研究了4种方案,并对方案进行综合经济技术比较,最终推荐采用高速引入海东西站,普速引入平安驿站,新设曹家堡编组站方案。     

谈工程造价人员的职业生涯之路

在总结理论学习与实践经验的基础上,明确工程造价人员的执业范围,论述工程造价人员的成长之路、职业之路,即3种途径（学历教育、职业教育、继续教育）、3种能力（基本能力、专业能力、专家能力）、3个阶段（确定阶段、审核阶段、编制阶段）。并从不同角度对其理论意义与实践加以阐述,最后得出基础和专业知识的应用趋势是一个由应用到创造再到创新的过程。     

基于改进A*算法的智能车路径规划研究

针对智能车使用A*路径规划算法存在转折点和冗余点的问题,提出一种考虑智能车静态特性的改进A*路径规划算法。在已知静态环境信息的栅格地图上,考虑到智能车自身存在实际宽度,对障碍物进行膨胀扩展;其次根据路径上前后节点相对方向的改变提取必要的转折点,并依次连结前后转折点,若转折点连线不经过障碍物,删除连结转折点之间冗余的转折点;重复上述操作,直至所有冗余点被删除,保留关键转折点。仿真结果表明,该方法可以实现车辆安全无碰撞地到达目标终点。     

Modeling heterogeneous risk-taking behavior in route choice: A stochastic dominance approach

This paper proposes a unified approach to modeling heterogonous risk-taking behavior in route choice based on the theory of stochastic dominance (SD). Specifically, the first-, second-, and third-order stochastic dominance (FSD, SSD, TSD) are respectively linked to insatiability, risk-aversion and ruin-aversion within the framework of utility maximization. The paths that may be selected by travelers of different risk-taking preferences can be obtained from the corresponding SD-admissible paths, which can be generated using general dynamic programming. This paper also analyzes the relationship between the SD-based approach and other route choice models that consider risk-taking behavior. These route choice models employ a variety of reliability indexes, which often make the problem of finding optimal paths intractable. We show that the optimal paths with respect to these reliability indexes often belong to one of the three SD-admissible path sets. This finding offers not only an interpretation of risk-taking behavior consistent with the SD theory for these route choice models, but also a unified and computationally viable solution approach through SD-admissible path sets, which are usually small and can be generated without having to enumerate all paths. A generic label-correcting algorithm is proposed to generate FSD-, SSD-, and TSD-admissible paths, and numerical experiments are conducted to test the algorithm and to verify the analytical results.     

城市公交场站设施规划

公交场站设施是重要的城市基础设施.本文重点探讨城市公交场站设施规划建设方面的一些问题,包括公交场站发展的规模、场站规划设置标准、场站建设模式等,并提出了相关的意见和建议.     

浅谈宁波市水上公共交通的可行性

考虑到宁波市林立的桥梁,较大的水域纵横连通,同时路面上的交通状况时常不理想,本文基于历史面向未来,从民众需求,政府支持,航道情况,其他兄弟城市的相关现状等角度着手,通过文献调研,问卷调查,数据分析等方式来论述宁波市发展水上公共交通的可行性.     

老旧高桩码头安全性检测评估实例分析

老旧高桩码头经多年运营后常存在一系列外观劣化问题,影响码头的安全运营与结构物的耐久性能.对一已建成10多年的水工码头,在外观劣化调查分析的基础上,结合码头结构构件的强度、钢筋保护层厚度以及碳化深度等性能指标的检测,综合分析了码头所处技术状况,为码头的加固维修和升级改造提供科学依据.     

快速公交系统（BRT）规划模式分类研究

文章通过汇总已建的城市快速公交系统的数据,从投入成本和预期达到的客运量两方面因素入手,将快速公交规划模式分为库里提巴模式、波哥大模式、鲁昂模式及厦门模式,并对这四种模式的特征及具体内容进行了详细阐述,为城市快速公交系统规划提供理论依据。     

Intermodal Transit System Coordination

In urban areas where transit demand is widely spread, passengers may be served by an intermodal transit system, consisting of a rail transit line (or a bus rapid transit route) and a number of feeder routes connecting at different transfer stations. In such a system, passengers may need one or more transfers to complete their journey. Therefore, scheduling vehicles operating in the system with special attention to reduce transfer time can contribute significantly to service quality improvements. Schedule synchronization may significantly reduce transfer delays at transfer stations where various routes interconnect. Since vehicle arrivals are stochastic, slack time allowances in vehicle schedules may be desirable to reduce the probability of missed connections. An objective total cost function, including supplier and user costs, is formulated for optimizing the coordination of a general intermodal transit network. A four-stage procedure is developed for determining the optimal coordination status among routes at every transfer station. Considering stochastic feeder vehicle arrivals at transfer stations, the slack times of coordinated routes are optimized, by balancing the savings from transfer delays and additional cost from slack delays and operating costs. The model thus developed is used to optimize the coordination of an intermodal transit network, while the impact of a range of factors on coordination (e.g., demand, standard deviation of vehicle arrival times, etc) is examined.