Actuator Fault Detection for Sampled-Data Systems in H∞ Setting

Actuator fault detection for sampled-data systems was investigated from the viewpoint of jump systems.With the aid of a prior frequency information on fault, such a problem is converted to an augmented H∞ filtering problem. A simple state-space approach is then proposed todeal with sampled-data actuator fault detection problem. Compared with the existed approaches, the proposed approach allows parameters of the sampled-data system being time-varying with consideration of measurement noise.     

结构方程模型在区域物流中心规划中的应用

区域物流规划评价过程中涉及众多隐含变量的测量和因果模型的验证,而传统的评价方法难以有效地解决这类问题,降低了评价结果的可信度,结构方程模型的应用为解决这些问题提供了新的更好的方法.构建了区域物流规划评价指标体系,利用结构方程模型对指标体系进行检验修正,并确定各指标权重,应用该指标体系及其权重对待评物流中心进行评价决策.     

内河航道船舶航行操纵平面二维数值模拟初步研究

船舶航行操纵数学模型包括水流数学模型和船舶航行数学模型,其中水流数学模型是船舶航行模拟的基础。基于船舶航行操纵数学模型的基本原理,研究开发了船舶航行操纵平面二维数学模型,其中水流数学模型采用贴体坐标系下的平面二维水流数学模型,采用有限体积法对水流基本控制方程进行了离散,在求解过程中采用了欠松弛技术和逐线迭代法,船舶航行数学模型采用比较流行的"组合型"水动力模型,并采用有限差分法离散求解船舶运动方程。根据实船或船模在静水条件及均匀流条件下的航行试验资料,对所建立的船舶航行操纵数模进行了验证和参数率定,结果表明该船舶数模能够正确模拟船舶的航行操纵性能。     

三维完全非线性波浪水槽的数值模拟

用有限元求解拉普拉斯方程,采用满足完全非线性自由表面条件的半拉格朗日法追踪流体自由表面,离散单元采用20节点的六面体二次等参数单元,建立了三维完全非线性数值波浪水槽.把数值计算结果与水面初始升高产生箱体内流体运动解析解和二阶斯托克波理论解进行了对比,结果表明该模型是稳定的、守恒的,能精确模拟非线性波浪的产生和传播,为今后研究非线性波浪对船舶等非规则物体的作用提供了参考.     

基于RANS方程的船模兴波阻力分离计算方法及其适用范围研究

运用空气-水两相流RANS方程计算了两型船模的粘性兴波流场,提出了兴波阻力的分离计算方法,并研究了该方法的适用范围.结果表明,在长度傅汝德数低于0.4时,文中对船模兴波阻力及波高的计算结果都与模型试验基本相符,但当长度傅汝德数高于0.4时,计算结果与试验还存在一定的差距.     

基于欧拉方程的实效伴流计算

采用有限体积法计算螺旋桨与船尾的干扰流场,船尾流场采用欧拉方程进行求解,通过与螺旋桨性能计算程序相互迭代确定其实效伴流场。对桨盘处轴向伴流的计算表明,计算结果是合理的。     

发动机运转噪声的动力学分析及试验研究

建立了活塞系统工作过程的动力学方程和油膜润滑方程,并根据实测的解放CA6102汽油机的气缸压力对活塞二阶运动进行了计算。通过分析不同情况下活塞的无量纲横向位移和无量纲横向加速度随曲轴转角的变化关系,得出了影响发动机运转噪声的实质性因素。     

Which factors lead to driving errors? A structural equation model analysis through a driving simulator experiment

As driving error is a main contributory factor of road accidents, its causes and consequences are of great interest in the road safety decision making process. This paper investigates several factors (including driver distraction, driver characteristics and road environment) that affect overall driving error behaviour and estimates a new unobserved variable which underlines driving errors. This estimation is performed with data obtained from a driving simulation experiment in which 95 participants covering all ages were asked to drive under different types of distraction (no distraction, conversation with passenger, cell phone use) in rural and urban road environment, as well as in both low and high traffic conditions. Driving error was then modeled as a latent variable based on several individual driving simulator parameters. Subsequently, the impact of several risk factors such as distraction, driver characteristics as well as road environment on driving error were estimated directly. The results of this complex model reveal that the impact of driver characteristics and area type are the only statistically significant factors affecting the probability of driving errors. Interestingly, neither conversing with a passenger nor talking on the cell phone have a statistically significant impact on driving error behaviour which highlights the importance of the present analysis and more specifically the development of a measure that represents overall driving error behaviour instead of individual driving errors variables.     

三峡升船机防撞桁架下降速度异常分析

针对三峡升船机防撞桁架下降速度异常的问题,分析有杆腔回油口节流面积、桁架摩擦阻力、桁架下降行程减速点3种因素对防撞桁架下降速度变化的影响规律。通过建立防撞桁架下降动作的力学模型,结合防撞桁架的液压系统、机械机构、电气控制等原理,采取数学方程建模和AMESim仿真的分析方法,从理论上得出3种因素对防撞桁架下降速度的影响规律。结果表明,有杆腔回油口节流面积、桁架摩擦阻力、桁架下降行程减速点这3种因素均会明显造成防撞桁架下降速度异常。研究成果可为类似工程提供参考。     

Designing computable general equilibrium models for transportation applications

This paper presents a review of Computable General Equilibrium (CGE) model applications for spatial economic and transport interaction modelling. This paper has three objectives (1) To deliver an up to date and comprehensive literature review on applications of CGE models in transportation, (2) To analyze the different methodological approaches and their theoretical and practical advantages and disadvantages, and (3) To ultimately provide guidance on designing CGE models for various transportation analyses. The content of the paper is as follows: first, a brief introduction to CGE models is provided. The history of CGE models is traced, ranging from their origins and seminal applications in economics, to their eventual adoption in transportation research. This is followed by a comprehensive review of the application of CGE models to transport projects and policies. Various applications in transportation are reviewed in terms of their intended application, as well as their treatment of space and time. Finally, these applications are contrasted with respect to their methodological approaches, with a close examination of various influential model choices. Here, the essential design choices made within these model applications are explained and debated, to clearly elaborate on the workings of the models and the design choices facing CGE model developers.