摘要
本文以可接受间隙理论为基础，利用概率论方法，对以大车和小车两种代表车型组成的混合车流进行分析．建立了无信号交叉口支路混合车流穿越主路ｍ条车道，每一车道的交通流车头时距服从不同强度的Ｍ３分布的通行能力模型，发展了无信号交叉口单一车型、单一车道车流理想条件的通行能力理论。
Based on the gap acceptance theory, the mixed traffic flow composed of two representative types of vehicles -heavy and light vehicles is analyzed with probability theory. Capacity model of the minor mixed traffic flows crossing m major lanes with M3 dis- tributed headway on the unsignalized intersection is set up, and it is an extension of minor lane capacity theory for one vehicle-type and one major-lane traffic flow.
出处
《运筹学学报》
CSCD
2000年第3期49-56,共8页
Operations Research Transactions
基金
the Key National Natural Science Foundation of China (59838310), the Key Project of National Ninth Five Years Science and Techn
