液力变矩器流场研究的方法和进展

本文综述了近年来的液力变矩器内流场研究领域开展的工作，对所使用的理论计算方法、实验方法进行了分类、介绍和评价。提出了变矩器流场计算的评判准则。并给出了使用一种新的计算方法－流面迭代法计算变矩器流场三维流动的实例。     

大学英语课堂动机理论研究及Dornyei动机框架的应用

学习动机是影响学习成效的重要因素,本文梳理了心理学领域的动机理论研究的重要成果,将着眼点置于Dornyei的二语动机框架,着重分析了其动机因素三层面的内涵及对我国大学英语教学改革的促进作用。     

土基上板的空间有限元研究与分析

在考虑土体与板结构的相互作用的基础上,运用自编的程序进行计算。分析土基上板与地基土的相互作用,并进行了数值模拟分析。得到的一些结果对实际工程具有一定的参考价值。     

Data-driven spatio-temporal discretization for pedestrian flow characterization

We propose a novel approach to pedestrian flow characterization. The definitions of density, flow and velocity existing in the literature are extended through a data-driven spatio-temporal discretization framework. The framework is based on three-dimensional Voronoi diagrams. Synthetic data is used to empirically investigate the performance of the approach and to illustrate its advantages. Our approach outperforms the considered approaches from the literature in terms of the robustness with respect to the simulation noise and with respect to the sampling frequency. Additionally, the proposed approach is by design (i) independent from an arbitrarily chosen discretization; (ii) appropriate for the multidirectional composition of pedestrian traffic; (iii) able to reflect the heterogeneity of the pedestrian population; and (iv) applicable to pedestrian trajectories described either analytically or as a sample of points.     

一种基于Vornoi图的公共服务设施布局优化方法

公共设施布局一般需要考虑两类因子,即几何因子和社会经济因子.但是,现有对公共设施布局的方法中基本只考虑一类因子.因此,提出能够同时考虑两类因子的公共设施布局方法很有必要.为此,提出了一个基于Voronoi图的方法.该方法借助于面向人口的定在公共设施布局中如何保留、删除和增加设施,使设施布局达到最优化.     

CATIA电气布线在摩托车上的应用

CATIA三维线束设计与机械设计模块参数化关联,在进行三维布线后可生成完整的数字化样机,该数字化样机不仅包括结构件、电器元件的布置,还包括线束的进出线方式、线束在车体内的走向、线束的选型及绑扎方式等,设计人员可以在数字化样机上进行设计思路交流,及时发现问题、及时对设计中存在的缺陷进行更正,大大缩短了开发周期。     

Numerical determination of flushing time for stratified water bodies

It is often advantageous to model a semi-enclosed estuarine or coastal embayment (e.g. fish farms or tidal inlets, or typhoon shelters) as a separate system within a larger water body connected to the outer sea. The water quality of the system depends crucially on its flushing time—the average time of a particle in the system. The flushing time is governed by the barotropic and baroclinic tidal exchanges between the system and the outer sea. We describe herein a general method to determine systematically the flushing time of a stratified water body via a numerical tracer experiment. Numerical solution of the 3D flow and mass transport equations for many practical problems show that the tracer mass removal process depends on the physical topography and bathymetry, tidal range and the degree of stratification in the outer sea. Field application suggests that the tracer mass variation can be well approximated by a double-exponential decay curve that can be described by three flushing coefficients. Using a simple analytical two-segment model, the flushing coefficients can be given a clear physical interpretation, and the flushing time can be easily determined in terms of the coefficients. The method is illustrated by application to a number of tidal inlets in Hong Kong, in both the dry and wet season. The connection between the numerically determined flushing time and the traditional bulk flushing time obtained from salt-balance methods is established.     

大跨度悬索桥的颤振稳定性研究

颤振稳定性是大跨度悬索桥设计中倍受关注的重要问题。运用大跨度桥梁的三维非线性颤振分析方法,以润扬长江大桥为背景,对影响悬索桥颤振稳定性的一些设计参数如桥跨布置、矢跨比、边主跨比、加劲梁的高度、恒载集度及其支承体系等进行了分析,指出了影响大跨度悬索桥颤振稳定性的主要设计参数,并探讨了具有良好抗风性能的大跨度悬索桥合理结构体系。     

城市快速路车速离散特征及其影响因素研究

车速离散性是影响城市快速路运行效率与安全的重要特征指标.本文采用上海车牌识别系统采集的个体车速数据,使用车速方差作为特征指标,在随机基本图框架下对车速离散特征及其影响因素进行分析.通过比较发现,个体车速方差较集计车速方差数值偏大,整体稳定于5~15 km/h;随密度增大而小幅下降,可分为稳定型、递减型、抛物线型和集群型4类. 通过建立多元线性回归模型辨识了车速离散的主要影响因素,包括车道数和匝道类型等.本文拓展了交通流基本图理论,对提升城市快速路安全和效率有借鉴意义.     

浅析B型喇叭立体交叉的安全性

文章从喇叭型立体交叉的分类、特点及适用性入手,系统分析了车辆在B型喇叭立体交叉上行驶存在的安全隐患,并提出了针对性的安全保障措施。