汽车整车物流区域配送中心综合选址方法研究

针对汽车整车物流区域配送中心选址问题,将聚类分析与数学规划方法相结合,提出一种综合性的选址方法。考虑地理位置、需求因素等聚类分析指标,运用最大树法划分出若干物流服务区域;运用米歇尔选址方法得到物流服务区域的区域配送中心初选地址集合;最后根据成本分析确定区域配送中心最佳选址方案。实例分析表明,该方法可行有效,能够为汽车整车物流区域配送中心选址提供有价值的指导,促进网络布局优化。     

双曲线法在内蒙古沙漠地区软土路基沉降预测中的应用研究

沉降速率分析成果可用来判别工程的安全和填筑速率的合理性,工后沉降量的分析成果是决定卸载时间的主要依据.文中对双曲线预测模型及原理进行介绍,结合内蒙古沙漠地区乌嘎一级公路路基沉降变形的实例进行分析,得出软土路基沉降的动态变化情况.     

浅谈重力式挡土墙设计中的问题

重力式挡土墙是道路工程中使用最为广泛的支挡结构,其设计质量的好坏直接关系到工程的安全性和经济性。通过分析重力式挡土墙设计中容易混淆或容易忽略的常规问题,并对有些问题提出了一些建议。     

鄂东长江公路大桥活载非线性效应与试验分析

为了分析几何非线性对大跨度斜拉桥的活载效应的影响程度,以鄂东长江公路大桥(主跨926m的双塔双索面混合梁斜拉桥)为背景,利用MIDAS Civil软件建立全桥有限元模型,分别计算该桥在活载作用下考虑非线性效应与不考虑非线性效应的结构内力及位移,并与全桥荷载试验实测结果做对比分析。结果表明:对于鄂东长江公路大桥这样超大跨度的斜拉桥,活载的非线性计算结果更加符合大跨度斜拉桥的实际响应,线性计算结果误差较大,且偏于不安全。     

大跨连续钢桁梁架设施工控制分析

向莆线东新赣江特大桥是一座（126＋196＋126）m下承式连续钢桁梁,全桥四线铁路共建,两片主桁,桥面系为整体正交异性钢桥面。在东新赣江特大桥连续钢桁梁拼装架设过程中,对其线形、应力和整体抗倾覆稳定性等方面进行施工过程控制,确保了钢梁架设施工过程中的结构安全和顺利精确合龙,使成桥的线形和内力达到了设计预期的理想状态。     

昆明市主城二环快速系统总体设计

城市环路快速系统的设计具有许多不同于一般城市道路的特点,该文在对二环交通问题进行分析的基础上,阐述了二环快速系统的功能定位和设计标准,介绍了昆明市主城二环快速系统的总体设计,总结和探讨了快速环路设计中的总体思路、立交选型等关键性技术问题。     

基于四轮轮边驱动电动车的路面附着系数估算方法

路面附着系数是影响车辆行驶安全性的重要因素,利用轮边驱动电动汽车驱动力矩可以对路面利用附着系数进行观测。当观测到μ-λ曲线接近于峰值点时,将该时刻的轮胎利用附着系数作为路面峰值附着系数,并根据识别的路面峰值附着系数进行驱动防滑控制。该方法能够有效防止轮胎滑转,提高车辆行驶稳定性。     

A test of inter-modal performance measures for transit investment decisions

Choices among alternative transit capital investments are often complex and politically controversial. There is renewed interest in the use of performance indicators to assist in making rational and defensible choices for the investment of public funds. To improve the evaluation of rail and bus performance and provide more useful information for transit investment decision-makers, it is important to use performance indicators that fairly and efficiently compare different transit modes. This paper proposes a set of inter-modal performance indicators in which service input, service output, and service consumption are measured by total cost, revenue capacity miles/hours, and unlinked passenger trips/miles respectively based on economic principles and evaluation objectives. The proposed improvements involve the inclusion of capital as well as operating costs in such comparisons, and the recognition of the widely varying capacities of transit vehicles for seated and standing passengers. Two California cases, the Los Angeles – Long Beach Corridor and the Market/Judah Corridor in San Francisco, are used for testing their usefulness in the evaluation of the efficiency and effectiveness of rail and bus services. The results show substantial differences between performance indicators in current use and those proposed in this study. The enhanced inter-modal performance indicators are more appropriate for comparing the efficiency and effectiveness of different modes or a combination of transit modes at the corridor and system levels where most major investment decisions are made. This revised version was published online in June 2006 with corrections to the Cover Date.