已有的均衡分配理论中的阻抗公式不包含车流在交叉口的延误，其研究成果并不真正适用于城市道路网络。
The cost formula in the existing equilibrium theory does not include the delay time at nodes. So, the researching results of the theory are unsuitable for urban road network.
以均衡交叉口各车流方向的通行能力为目标，建立了固定信号配时和动态信号配时的极大极小优化模型。
Taking the equilibrium of the capacity of each flow direction as the objective, a max-min optimization model is proposed to investigate fixed timing plan methods and dynamic timing plan methods.
支持节拍调整，自动节拍匹配，交叉渐变，均衡器，过滤器和。
Tempo adjustment, automatic beat matching, cross fader, equalizer, filters and loops are supported.
由于在交叉口进行信号控制使得系统的总延误增加，所以信号控制的优化目标是使系统的总延误最小，同时要使得增加的延误在用户之间尽可能均衡分配。
Because optimal signal control can lead to an increase of delayed cost of system, the goal of signal control is to minimize the total delayed cost of system.
由于在交叉口进行信号控制使得系统的总延误增加，所以信号控制的优化目标是使系统的总延误最小，同时要使得增加的延误在用户之间尽可能均衡分配。
Because optimal signal control can lead to an increase of delayed cost of system, the goal of signal control is to minimize the total delayed cost of system.
应用推荐