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换道
相关语句
  lane-changing
    We design simulation system with Visual C++ for traffic-flow model and lane-changing model and intelligent control of fuzzy neural network.
    对交通流模型、换道模型及模糊神经网络智能控制采用Visual C++设计了仿真系统。
短句来源
    Comparison and Choice of Discretionary Lane-Changing Models
    任意性换道模型的比较与选择
短句来源
    Control strategy of vehicle's lane-changing and its sensitivity analysis
    车辆换道控制策略及其灵敏度分析
短句来源
    A model architecture being made up of vehicle generation model, network model, traffic management and control model and car driving model (car-following, lane-changing and event reaction model). Under the framework of model architecture, the kernel car basic driving micro-simulation models are developed.
    研究结果确立了车辆基本行驶微观仿真模型的体系结构,该体系结构由车辆生成模型、路网描述模型、交通管理与控制方案模型及车辆行驶模型(跟车模型、换道模型和事件反应模型)构成,是基于NETSIM模型建立BDSim模型的框架。
短句来源
    The impacts of deceleration probability and lane-changing rate on the traffic flow and lane usage areinvestigated.
    同时,分析了不同的换道概率对交通流特性的影响,发现减少不必要的车辆换道行为可以使驾驶更安全。
短句来源
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  lane changing
    Study on Autonomous Lane Changing and Autonomous Overtaking Control Method of Intelligent Vehicle
    智能车辆自动换道与自动超车控制方法的研究
短句来源
    Lane Changing Model in Microscopic Traffic Simulation
    交通流微观仿真中的换道模型
短句来源
    The main contents are listed as follows:(1) Establish a vehicle action model, including car following model, lane changing model and nearby vehicle's effect model.
    (1)建立了车辆行为模型,其中包括跟驰模型、邻车影响模型和换道模型。
短句来源
    Lane Changing Model in Road Capacity Simulation
    通行能力仿真中的换道模型研究
短句来源
    By analyzing the competition and co operation relationship between the vehicles involved in the lane changing behavior, based on the multi agent system, a new lane changing model is presented.
    通过分析车辆换道时车辆之间的竞争与合作关系 ,结合多智能体系统 ,提出一种新的换道模型。
短句来源
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  “换道”译为未确定词的双语例句
    Dynamical Model of Traffic Flow without Overtaking on Segment and Its Simulation
    路段交通流无超车换道的动力学模型及其仿真
短句来源
    Based on the relations, the relationships of the mixed traffic flow parameters can be gained.
    特征关系式中包含了超车换道流量以及干道速度、密度和流量,是研究混合交通流参数之间关系的基础.
短句来源
    while the rate is -1, the capacity is at the minimum.
    超车换道率为-1时,道路通行能力最小.
短句来源
    When the model is applied to traffic flow without overtaking flow,the flow-density relationship is obtained.
    将模型应用于无超车换道交通流,求出了流量和密度之间的关系.
短句来源
    Two-lane Cellular Automata Traffic Model Based on the Characteristic of Initiative Lane Change of Fast and Slow Vehicles
    基于快慢车辆主动换道特性的双车道元胞自动机模型研究
短句来源
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  lane-changing
These two models, which differ in their acceleration limits, show an important differences in their fundamental diagrams, lane-changing and ping-pong behaviors.
      
In this paper, the two-lane traffic are studied by using the lane-changing rules in the car-following models.
      
This model attempts to mimic human driver's behavior in vehicle following and lane-changing.
      
Finally, we derive the current-density relation for an extended continuous-time version of TL184 with asymmetric lane-changing rules.
      
A car-following and lane-changing microsimulation model of a two-lane road section has been implemented by the author.
      
更多          
  lane changing
The simulation show that the frequent lane changing occurs when the lateral distance in car following activities is considered and it gives rise to oscillating waves.
      
In contrast, if the lateral distance is not considered (or considered occasionally), the lane changing appears infrequently and soliton waves occurs.
      
This implies that the stabilization mechanism no longer functions when the lane changing is permitted.
      
Since the oscillating and soliton waves correspond to the unstable and metastable flow regimes, respectively, our study verifies that a phase transition may occur as a result of the lane changing.
      
After executing the lane changing decision we calculate the new velocity for all cars and move them according to this velocity.
      
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The fuzzy logic method is used to describe the judgement process based on the drivers' knowledge and experience. The fuzzy inference rules and the fuzzy algorithm are designed, and the microscopic lane-changing model is established. By comparing the lane-changing times with that of the simulation values under different traffic flows, the effectiveness of the model is validated.

利用模糊逻辑方法刻划建立在驾驶员知识和经验基础上的主观判断过程,设计了模糊推断的语言规则和基于模糊逻辑的车道变换算法,构建了微观交通流仿真的车道变换模型.采用不同流量条件下车辆换道次数的观测值与模拟值进行比较,验证了模型的有效性.

By analyzing the competition and co operation relationship between the vehicles involved in the lane changing behavior, based on the multi agent system, a new lane changing model is presented. Through simulation, this new model has a better corresponding to the vehicles' real behavior.

通过分析车辆换道时车辆之间的竞争与合作关系 ,结合多智能体系统 ,提出一种新的换道模型。通过仿真实例说明新的模型与车辆的实际行为有较好的对应关系

The lane utilization ratio reflects the traffic distribution on different lanes of road section for a single direction. It influences the stability of traffic flow, and is the important influential factor of road capacity and security. Aiming at the uncertainty of the lane utilization ratio and the difficulty in collecting the field data under different volumes, the research is carried out with microscopic traffic simulation model of car-following and lane-changing to study the basic rules of the lane utilization...

The lane utilization ratio reflects the traffic distribution on different lanes of road section for a single direction. It influences the stability of traffic flow, and is the important influential factor of road capacity and security. Aiming at the uncertainty of the lane utilization ratio and the difficulty in collecting the field data under different volumes, the research is carried out with microscopic traffic simulation model of car-following and lane-changing to study the basic rules of the lane utilization ratio/lane-changing times and the lane utilization ratio/traffic volume of the road section with two carriageways or three carriageways.

车道利用率反映的是单一方向路段交通量在不同车道上的分布情况 ,它影响交通流的稳定性 ,是道路通行能力和交通安全的重要影响因素 .针对不同流量条件下车道利用率的不确定性和难以通过实验采获等特点 ,应用车辆跟驰、车道变换等微观交通流仿真模型在一体化仿真环境下进行模拟研究 ,得到双车道和三车道路段流量 -换道次数以及流量 -车道利用率关系的基本规律

 
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