等参局部平均随机场的随机有限元分析

本文提出了一种正交化等参局部平均的随机场模型,并给出了分析该随机场模型的随机有限元列式。算例表明,本文的方法具有较高的计算精度,且输入数据较少。     

犬心房室隔内细胞形态学特征

目的　通过观察犬心房室隔内细胞形态学特征 ,探讨其可能的功能意义。方法　利用光学显微镜 ,通过HE和Masson染色对犬心房室隔标本的细胞形态、排列方式、直径和染色深浅进行细致观察 ,通过透射电镜观察证实光镜所见细胞特征。结果　①心房扩展部可见到四条过渡细胞束与房室结相连 :Ⅰ径自冠状窦壁沿锥形间隙或室间隔肌与右房肌之间向前至房室结后端 ;Ⅱ径自冠状窦口周围沿右房心内膜下至房室结浅层 ;Ⅲ径经三尖瓣隔侧瓣与冠状窦口之间向前经心内膜下至房室结右后端并至房室结的浅层 ;Ⅳ径自左侧心房肌向右下沿室间隔肌上缘至房室结左后端。低倍镜下纤维排列较疏松 ,纤细 ,直径约 9.5 μm ,染色浅淡。高倍镜下细胞呈长形 ,核长圆形与细胞长轴方向一致 ,细胞质染色淡。电镜下细胞特征符合过渡细胞特点。②冠状窦周围见到大量T细胞和少量P细胞及浦肯野细胞。结论　犬心房室隔内有过渡细胞构成的新传导径路 ;冠状窦可能是一个重要的潜在起搏点     

多智能体理论在车辆底盘集成控制中的应用

针对目前车辆底盘各子系统协调控制的不足,提出了一种基于多智能体(Multi-Agent)理论的底盘集成控制技术.针对半主动悬架、电动助力转向、轮胎、故障诊断等智能体的属性和特点,利用分层递阶控制方法结合多智能体理论,建立了集成系统协调求解机制,解决了半主动悬架和电动助力转向的匹配和协调控制问题,为车辆底盘系统的集成控制提供了一种新的理论方法和途径.     

交通工程项目目标管理探讨

为了准确、准时地完成考核指标,进一步提高部门及工程项目的管理质量,需要研究交通工程项目目标管理并在实践中提升其水平.根据交通工程项目目标管理的特点,采用链接分解目标,观察目标完成进展情况,进行信息评估和反馈处理,确保各项考核指标顺利完成.实践表明,目标管理方法可行,实用性强,能有效降低管理成本.     

简析轨道交通车载CCTV技术

简要介绍轨道交通车载CCTV系统的基本原理和功能,并给出相关的设备配置和无线图像传输技术的基本应用,为车载安防系统的应用提供参考。     

基于GSQA设备的车辆换档性能测试分析

为将车辆的换档性能主观评价数据化,准确地找出车辆换档性能的差距和不足,本文介绍一种车辆换档性能的客观评价方法,并对其测试的方法和步骤进行说明,最后对测试结果进行分析。     

基于模具设计与制造专业“双证书”课程的研究与实践

双证融通是职业教育的本质要求,本文通过模具设计与制造专业工作过程分析与职业资格证书标准分析,将职业标准融入课程标准之中,在此基础上,提出模具设计与制造专业双证融通专业培养方案的框架体系。     

京津城际铁路无砟轨道板生产测量与控制技术

为了实现京津城际轨道交通工程整条客运专线的高精度、高平顺、高稳定性的特点,轨道板在生产过程中,大量使用了高精度的测量仪器及完善的测量控制程序,通过对毛坯板的测量数据分析出轨道板模型的状态,利用数字水准仪和专用刀具对模型精度进行调整,用承轨面磨削后的成品板的测量数据和数控磨床的测量数据对比来判断磨床运行是否正常,从而对其各项参数进行改正.两部分测量工作相互配合,有效地保证了轨道板的制造精度.     

基于RAMSIS与SAE的驾驶员H点行程设计对比

结合中国人体尺寸,对比基于RAMSIS与SAE规则的驾驶员H点X向行程设计方法,指出采用RAMSIS更适合于中国人体的H点行程设计.     

High-frequency random vibration analysis of a high-speed vehicle–track system with the frequency-dependent dynamic properties of rail pads using a hybrid SEM–SM method

A hybrid Spectral Element Method (SEM)–Symplectic Method(SM) method for high-efficiency computation of the high-frequency random vibrations of a high-speed vehicle–track system with the frequency-dependent dynamic properties of rail pads is presented. First, the Williams-Landel-Ferry (WLF) formula and Fractional Derivative Zener (FDZ) model were, respectively, applied for prediction and representation of the frequency-dependent dynamic properties of Vossloh 300 rail pads frequently used in China's high-speed railway. Then, the proposed hybrid SEM–SM method was used to investigate the influence of the frequency-dependent dynamic performance of Vossloh 300 rail pads on the high-frequency random vibrations of high-speed vehicle–track systems at various train speeds or different levels of rail surface roughness. The experimental results indicate that the storage stiffness and loss factors of Vossloh 300 rail pad increase with the decrease in dynamic loads or the increase in preloads within 0.1–10,000?Hz at 20°C, and basically linearly increase with frequency in a logarithmic coordinate system. The results computed by the hybrid SEM–SM method demonstrate that the frequency-dependent viscous damping of Vossloh 300 rail pads, compared with its constant viscous damping and frequency-dependent stiffness, has a much more conspicuous influence on the medium-frequency (i.e. 20–63?Hz) random vibrations of car bodies and rail fasteners, and on the mid- (i.e. 20–63?Hz) and high-frequency (i.e. 630–1250?Hz) random vibrations of bogies, wheels and rails, especially with the increase in train speeds or the deterioration of rail surface roughness. The two sensitive frequency bands can also be validated by frequency response function (FRF) analysis of the proposed infinite rail–fastener model. The mid and high frequencies influenced by the frequency-dependent viscous damping of rail pads are exactly the dominant frequencies of ground vibration acceleration and wheel rolling noise caused by high-speed railways, respectively. Even though the existing time-domain (or frequency-domain) finite track models associated with the time-domain (or frequency-domain) fractional derivative viscoelastic (FDV) models of rail pads can also be used to reach the same conclusions, the hybrid SEM–SM method in which only one element is required to compute the high-order vibration modes of infinite rail is more appropriate for high-efficiency analysis of the high-frequency random vibrations of high-speed vehicle–track systems.