高速公路路面养护管理系统开发和研究

在考虑当前路况的基础上，又考虑路龄的使用性能预测模型，预测的结果更为快速准确。探讨高等级公路道路养护管理决策系统和经济分析方法，提出了改进优劣系数法，该方法充分利用了专家经验知识，减小了决策误差。开发了高速公路路面养护管理辅助决策系统，建立高速公路基本数据库，由系统自动进行路面使用性能评价分析，并利用专家知识系统得出推荐养护方案，系统投入运行后反响良好。该养护管理系统的建立和实施进一步提高和改善了江苏省高等级公路的使用管理和养护管理模式，为高等级公路早日实现网级化系统管理奠定基础。     

我国道路客运业的现状及发展对客车制造业的影响

本文对我国道路客运业的现状和特点进行了分析介绍,指出道路客运业向集约化、规模化发展,客运经营主体的资质、经营管理水平等需要进一步的提高。道路客运业的发展对客车制造企业提出了更多要求,但二者又是相互融合、共同发展的。     

进气管长度可变系统的研究

分析了进气管长度可变系统的构成、主要技术参数和工作原理,指出了此系统的优点、发展趋势和故障检查方法。     

Development of analytical procedure for selection of control measures to reduce congestions at various freeway bottlenecks

Variable speed limit (VSL) and ramp metering (RM) affect freeway traffic operations in different ways and, accordingly, result in different effects on system travel time. The primary objective of this study is to propose an analytical procedure to help determine which control measure should be selected given different freeway bottlenecks and traffic conditions. The bottlenecks considered included an isolated merge bottleneck, a merge bottleneck with a closely spaced upstream off-ramp, and a diverge bottleneck with a closely spaced upstream on-ramp. Two RM and a VSL control strategies were considered, including the ALINEA, ALINEA/Q and feedback based VSL. The maximum achievable improvements in system efficiency by various control measures were calculated and the results were tested using modified cell transmission models. A coordinated control strategy that combined ALINEA/Q and VSL control was also proposed. The effects of VSL and RM control on system travel time at different freeway bottleneck areas were compared to identify the applicable conditions of different control measures. The analytical procedure was proposed for the selection of control measures at different bottlenecks and the ex-ante estimation of control effects were also discussed.     

路基下伏矩形溶洞的稳定性解析法

为评价荷载作用下的路基下伏矩形溶洞的稳定性,首先根据岩溶区路基承载特性建立简化的力学分析模型,并进一步得到等效计算模型。其次,基于复变函数理论,提出矩形溶洞任意截面映射函数的确定方法,并给出常用矩形截面映射函数的具体表达式。然后,求得矩形溶洞在自重与路基荷载联合作用下的地层应力;在此基础上,进一步求得任意截面的最大、最小主应力,同时引入Griffith强度准则,对溶洞的稳定性进行评价。最后,通过数值方法及工程实例对本文计算方法进行验算。研究结果表明：该方法所得水平应力和切应力与数值结果误差在5%以内,竖直应力误差在8%以内,工程实际情况与理论计算结果吻合良好,对岩溶区路基设计计算有一定的参考价值;值得注意的是,矩形溶洞4个顶点处的水平应力及竖向应力值都比较大,应力变化幅度较为明显,存在严重的应力集中现象,说明矩形溶洞的4个顶点比较容易破坏,在工程实践中应特别注意该处的验算。     

沉管隧道变截面管段浮运水流力及系缆桩可靠性分析

为探索沉管隧道变截面管段浮运过程的水流力与系缆桩可靠性,以广州洲头咀沉管隧道为依托,借助CFD软件建立流体动力学模型,计算管段横向浮运所受的水流力并探讨规范水流力公式的适用性;以此为基础,利用ANSYS开展管段浮运系缆桩可靠性分析。研究表明： 1) 规范水流力公式具备一定的适用性,采用结构形式为矩形梁时对应的水流阻力系数会导致与数值计算结果存在不容忽视的差别,通过CFD计算结果修正后两者吻合较好; 2) 系缆桩处于弹性受力状态,刚度与强度均未被削弱,设计方案可满足浮运安全要求; 3) 钢丝绳拉力作用下管段结构混凝土处于带裂缝工作状态,需基于计算结果对系缆桩预埋件锚固区做局部加强以抑制裂缝发展。     

Modeling research on manufacturing execution system based on large-scale system cybernetics

A cybernetics model of manufacturing execution system(MES CM) was proposed and studied from the viewpoint of cybernetics.Combining with the features of manufacturing system, the MES CM was modeled by"generalized modeling"method that is discussed in large-scale system theory.The mathematical model of MES CM was constructed by the generalized operator model, and the main characteristics of MES CM were analyzed.     

中小跨径斜拉桥索力优化的“二阶段法”

以影响矩阵理论为基础,以有约束优化法及正装分析法为核心,提出中小跨径斜拉桥索力优化"二阶段法",并结合算例加以验证.该方法省去倒装分析过程,可以快速求出合理成桥与施工索力,对中小跨径斜拉桥成桥及施工阶段分析的索力优化计算具有实用意义。     

Logit多路径分配模型及其求解算法研究

通过对多路径Logit分配模型及经典的Dail算法的研究,并针对kgit分配模型及Dail算法的缺陷,提出的一种改进的kgit模型及相应改进的Dail算法,对交通分配及速度求解速度都有非常重要的意义。