Mixed traffic is the main characteristic of large cities in China, especially at signalized intersection.
混合交通是我国城市交通的主要特征，特别是在平面信号交叉口。
Finally, the method to determine actual capacity and limited capacity of a non-signalized intersection is presented.
最后，本文提出了无控制交叉口极限通行能力及实用通行能力的确定方法。
Finally, the method to determine the actual capacity and limitation capacity of the non-signalized intersection is presented.
最后，本文提出了无控交叉口极限通行能力及实用通行能力的确定方法。
Prediction of traffic queues at signalized intersection provides important information for traffic signal control and management.
预测信号交叉口的排队长度可以为交通信号控制和管理提供非常重要的信息。
There are many methods of computing the capacity of signalized intersection in the road networks, which are fit for different conditions.
目前计算城市交通网络信号控制交叉口通行能力的方法很多，适用范围各有不同。
Effectively managed mobile, bicycle and pedestrians mixed traffic flow at signalized intersection is a key to traffic management in China.
在我国城市交通管理中，对城市信号交叉口处机动车、自行车和行人的混合交通流的有效组织是交通通畅运行的关键。
Designs on signal phases for twice crossing are very crucial to pedestrians when they are passing through a large signalized intersection.
二次过街信号设计对于行人通过大型信号交叉口具有非常重要的作用。
The conflict at signalized intersection with exclusive pedestrian phase is analyzed and the the calculation of vehicle delay is elaborated.
分析了行人专用相位的信号交叉口冲突，阐述了交叉口车辆延误的计算方法。
Based on this, increment model of fuel consumption was established in the signalized intersection and the application of the model was analyzed.
在此基础上，建立了信号交叉口的汽车燃油消耗增量模型，并对该模型的应用进行了分析。
The system can realize traffic signal control to signalized intersection with difference signal phase and coordinated control of traffic signals.
该系统能对不同相位的信号交叉口的信号进行控制，同时具有信号的协调控制功能。
This paper systematically summarizes the types of conflict and the mechanism of interference between vehicles and bicycles in signalized intersection.
本论文系统地分析和总结了平面交叉口冲突类型及机非干扰特性。
Considering the mixed traffic running characteristic on signalized intersection, this paper sets forth optimized cycle time, green ratio and green light interval model.
在充分考虑信号交叉口混合交通特性的基础上，提出了信号交叉口周期时长、绿信比、绿灯时间间隔优化模型。
The bicycle following behavior was described firstly, and the parameters about the bicycle traffic were collected by the video experiments at the signalized intersection.
首先对自行车的跟驰行为进行描述，并通过视频实验对信号交叉口自行车流的相关参数进行采集和分析。
The criterion to estimate the above relationship was presented, which was then used to analyse the relationship between Capacity and cYcle length for a signalized intersection as a whole.
给出进口道通行能力与信号周期之间关系的判断准则，并运用该准则进一步分析整个交叉口的通行能力与信号周期的关系。
This paper focuses on the lead queued vehicle on a single approach of signalized intersection and presents a lead queued vehicle Determination Algorithm on the basis of real-time detector data.
以信号控制交叉口的单条进口车道为研究对象，设计了一种基于实时检测数据的排队头车搜索算法。
This paper focuses on the lead queued vehicle on a single approach of signalized intersection and presents a lead queued vehicle Determination Algorithm on the basis of real-time detector data.
以信号控制交叉口的单条进口车道为研究对象，设计了一种基于实时检测数据的排队头车搜索算法。
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