���ڴ�С���ֳ��͵����źŽ���ڵȴ������о�

为了描述无信号交叉口混合车流的等待延误特性，论文建立了由大小两种车型构成的混合车流的等待延误公式。本文在分析了目前无信号交叉口延误研究方法存在某些不足的基础之上，以可接受间隙理论为基础，建立了无信号交叉口大小两种车型构成的次要车流的等待延误公式。通过选取适当的参数数据，分析了次要车流等待延误与主要车流流量、次要车流不同车型比例构成的关系，结果表明该公式较为符合无信号交叉口实际情况。     

�й���ͨ���䷢չ�����о�����

本文将交通运输发展理论定义为一个国家或地区交通运输的发展机制、发展效率和发展模式选择的理论。在这个意义上，系统地回顾了国内关于中国交通发展研究的文献，并将国内的研究归为两类：一是综合交通发展理论，包括运输布局和运输系统分析，研究运输系统资源配置问题；二是运输适应性、运输演化及运输结构理论，研究运输与经济发展的关系问题。从研究的问题、理论和方法及理论发展的制度与经济背景做了分析和评价。     

���ٹ�·��ͨ��ȫ��ʩϵͳ����ָ�꼰���۷����о�

高速公路交通安全设施是高速公路不可缺少的基础设施,对交通安全设施系统的评价将会对有效缓解高速公路安全问题起重要作用。本文综合考虑了影响高速公路交通安全设施系统现状的因素，建立了评价指标体系，通过实例分析得出运用模糊综合评价法对其进行评价是可行的，希望此研究能为高速公路交通安全设施系统评价提供有益的参考。     

圆形基坑地连墙支护结构监测分析

圆形基坑多为应用于特殊场合的深基坑,根据基坑支护结构监测的实测资料,对地下连续墙侧向位移、墙顶水平位移、墙体垂直沉降、孔隙水压力、土压力及墙体内力等监测结果进行了分析,认为:原支护结构偏于保守,支护结构可以得到进一步优化。     

高压共轨集成限流器的设计研究

结合国外共轨系统中典型限流器的结构,分析限流器的工作原理,建立限流器的仿真模型,利用avl-hydsim软件对限流器进行仿真计算,确定限流器的关键技术参数,试制的样品通过了试验验证。     

Experimental study on the nonlinear pressure acting on a high-speed vessel in regular waves

It is well known that the hydrodynamic responses of a high-speed vessel traveling in regular head waves of even moderate wave height can show significant nonlinear behavior, and so linear statistical techniques become insufficient for predicting the statistics of responses in irregular waves. On the other hand, it has been shown that an approximate third-order Volterra model is applicable to handling the statistics of some nonlinear seakeeping problems, such as motions and vertical hull girder loads. In the present study, the focus is on the nonlinear behavior of the pressure responses of the hull surface, especially on the pressures acting on alternately wet and dry areas near the waterline and on the bow zone with high deadrise angles that may be subject to slight impact and water pile-up effects. To clarify the validity of applying Volterra modeling to this problem, a series of experiments in regular and irregular head waves were carried out, and approximate third-order and fifth-order Volterra models with the proposed algorithm for finding frequency response functions (FRFs) were applied as a means of validation. In the present article, the first part of the validation was performed using experimental data in regular waves. It was confirmed that the third-order Volterra model has adequate accuracy to simulate deterministically the variation of pressure responses in regular waves of different wave steepness up to a wave amplitude to wavelength ratio of 0.01 even for the highly nonlinear pressures acting on the above-mentioned areas of the hull surface.     

横向土压力对板桩主动土压力区内桩列的内力影响及桩列的内力计算

在斜顶桩铜管板桩结构中，准确计算位于板桩后主动土压力区内的支撑桩内力，对准确确定工程造价和确保工程质量是必要的。分析横向土压力对位于板桩后主动土压力区内桩列的内力影响，对桩列的内力计算进行探讨。     

中小城市自行车交通探讨

该文通过对洛阳市交通现状进行分析,提出了自行车交通存在的问题,并指出自行车交通不管是现在还是在将来相当长时期内仍将在我国中小城市交通构造中占据重要位置,如何认识和解决自行车交通问题对未来交通的发展有重要意义。     

铁路行车调度指挥仿真系统

铁路调度指挥仿真系统是一个分布式协同工作的递阶分散自律控制系统,由决策层、管理层、执行层和设备层组成,采用部分实物仿真的方式设计模拟系统的软硬件环境。仿真系统设计的关键技术包括:进路表的自动生成算法、控制命令自动生成算法、列车车次自动追踪运行算法、列车群自动追踪运行算法、计划自动调整算法、干扰源仿真模拟和仿真时空一致性控制等。通过选取铁路实际运营的计算机联锁系统和电气集中联锁系统、车站、自动闭塞区间和计轴半自动闭塞区间线路,构建近1∶1的仿真试验环境。按照铁路行车调度指挥实际需求、相关技术标准以及现场实际投入使用的行车调度指挥系统,对仿真系统进行了功能、性能测试。对实际应用中出现的故障进行了模拟分析。结果表明:仿真系统对于实际应用系统的研发、开通运营、日后的维护和系统升级具有不可替代的作用,它能够极大地缩短开通前的调试时间,方便故障分析和各种条件下调度指挥方式的模拟,特别适合特定条件下应急预案的演练。     

Logistical restructuring and road freight traffic growth

The forecasting of road freight traffic has relied heavily on the close correlation between GDP and road tonne-kilometers. It has not been rooted in an understanding of the causes of freight traffic growth. The research reported in this paper has investigated this process of traffic growth in two ways: first, by analysing official data on the production, consumption and movement of food and drink products, and second, by conducting a survey of the changing freight transport requirements of 88 large British-based manufacturers.The analysis of secondary data shows how, in the food and drink sector, the relationship between the real value of output and road vehicle-kms hinges on four key parameters: value density, handling factor, average length of haul and consignment size. An attempt is made to explain variations in these parameters.The survey of manufacturers suggests that the growth of lorry traffic is the net result of a complex interaction between factors operating at four levels of logistical management: strategic planning of logistical systems, choice of suppliers and distributors, scheduling of product flow and the management of transport resources. Changes in the frequency and scheduling of freight deliveries in response to tightening customer service requirements and just-in-time management appear to have become a more prevalent cause of freight traffic growth than the physical restructuring of logistical systems. Manufacturers anticipate that their road freight demand will broadly increase in line with sales and be largely unaffected by road transport cost increases at the levels currently proposed. The paper concludes by examining their likely reactions to a much sharper increase in the cost of road freight movement.