Evolution of Regional Transport Structure Information Entropy and Its Dynamic Analysis

Because of the complex influencing factors, the research on transportation structure usually based on a simple combination of qualitative analysis and ratio-based relation, which lacks of objective quantitative evaluation. The paper applies the information entropy theory to quantitatively study the evolution and development law for regional transportation structure. First, the transport structure information entropy is proposed, and a balanced transportation structure and dominance indicators is proposed to measure the structure and evolution law. Based on that, the main driving-force factors are identified by principal component analysis with combination of gray relational method. The driving-force factors are: total investment in fixed assets, comprehensive factor and population. These may provide evidence for structural optimization of transportation decision-making theory. In the final section, Jiangsu province structural analysis is taken as an example to demonstrate the feasibility of the proposed method.     

370t凹底车振动平稳性分析

370 t凹底车是目前载重量最大的凹底车,考虑到结构振动对车辆平稳性的影响,把凹底架、大底架和小底架做成柔性体,建立刚柔混合模型进行仿真分析.对比美国5级谱和铁科院实测谱,并通过傅氏逆变换转换为时域信号,用模态综合法进行仿真分析并与试验数据进行了对比,发现美国5级谱的垂向不平顺比我国实际线路情况要恶劣,短波轨道不平顺对该车的结构振动有较大的影响.     

重载列车纵向冲动机理及参数影响

利用重载列车空气制动与纵向动力学联合仿真系统,仿真计算列车制动过程中的冲动过程,发现纵向冲动是由冲击作用和挤压作用共同形成,最大车钩力就是这两者中力较大的一个.如果最大车钩力是由冲击力产生,则最大车钩力发生在列车尾部,反之最大车钩力是挤压力时,最大车钩力发生在列车中部.车钩间隙对列车纵向冲击力和挤压力都有影响,车钩间隙对冲击力的影响比对挤压力影响更大,对后部车辆的影响更显著;车钩间隙越大,最大车钩力越大.闸瓦摩擦系数对挤压力影响较大,对冲击力影响较小;摩擦系数越大,挤压力越大,发生车位越向前移.     

沥青路面车辙成因及防治措施

在对沥青路面车辙的类型及其特征阐述的基础上,归纳总结车辙产生的内在因素和外在因素,并提出相应的预防和处理措施。实践证明,这些预防和处理措施可以很好地预防车辙,并可以较好地提高原沥青路面的服务功能。     

基于SPSS主成分分析法在公路客运量预测中的应用

分析选取影响公路客运量的主要因素,基于SPSS统计软件对各因素进行主成分分析,将众多相关因素简化为少数不相关因素,消除由于变量过多导致的多重共线性影响,构建了河南省公路客运量预测模型。实例证明,该模型具有较高的精度,能够满足河南省公路客运量预测的需要。     

Time-variant ultimate longitudinal strength of corroded bulk carriers

Many bulk carrier losses have been reported of late, and one of the possible causes of such casualties is thought to be the structural failure of aging hulls in rough weather. In aging ships, corrosion and fatigue cracks are the two most important factors affecting structural safety and integrity. This paper uses a set of the time-dependent corrosion wastage models for 23 different member locations/categories of bulk carriers previously developed by the authors, based on the available corrosion measurements for existing large bulk carrier structures. Differences due to the location and corrosion severity of every member type are taken into account. The nominal design corrosion values for the primary members are suggested based on the annualized corrosion rates obtained in the present study. The effect of time-variant corrosion wastage on the ultimate hull girder strength as well as the section moduli is studied. The criteria for repair and maintenance of heavily corroded structural members so as to keep the ultimate longitudinal strength at an acceptable level are discussed. Important insights and conclusions developed are summarized.     

城市快速公交专用道道路线形设计分析

以汽车的动力特性和通过特性为理论依据,根据目前快速公交专用车辆大都采用低地板大型铰接底地板车辆的现状,结合其容量比一般普通公交大得多的特点,对快速公交专用道的道路线形设计进行分析,提出设计方法。     

客车底盘纵梁数控冲孔生产线

简要介绍客车底盘纵梁数控冲孔生产线的发展历史与现状；着重介绍SPU12—32-4型汽车U型纵梁三面数控冲孔生产线和SPTB120—10型纵梁数控平板冲孔生产线的特点。     

车辆阻力对站线坡度设计的影响研究

根据车辆所受基本阻力、曲线阻力、坡道阻力、风阻力、道岔阻力,建立车辆单位基本阻力模型及数学表达式,运用车辆参数及风阻力参数,对车辆相关状态进行分析计算,研究表明:线路纵坡即使为平坡,亦存在溜逸安全隐患,必须采取措施才能保证安全;对《站规》站线纵坡标准,进行安全评估,提出利用停车顶改善车辆停放状态的措施意见及计算办法;利用减速顶做功耗能可以提高装车线线路纵坡,从而满足定量快速装车或轨道衡计量系统的技术要求,为线路纵坡设计提供依据,拓宽站场调速设备应用领域,创新工程设计方法,为工程综合优化设计提供理论基础,供设计分析及计算参考。     

中低速磁悬浮列车线路选线参数分析--坡度值计算与分析

结合CMS-3型磁悬浮列车，分析选线参数中坡度值计算应考虑的问题，导出计算方法，并结合长沙中低速磁悬浮列车试验线和八达岭旅游示范线的设计实例，给出设计结果。