期刊:Operations Research [Institute for Operations Research and the Management Sciences] 日期:1961-08-01卷期号:9 (4): 545-567被引量:1271
标识
DOI:10.1287/opre.9.4.545
摘要
A variety of nonlinear follow-the-leader models of traffic flow are discussed in the light of available observational and experimental data. Emphasis is placed on steady-state flow equations. Some trends regarding the advantages of certain follow-the-leader functionals over others are established. However, it is found from extensive correlation studies that more data are needed before one can establish the unequivocal superiority of one particular model. A discussion is given of some ideas concerning the possible reasons for the existence of a bimodal flow versus concentration curve especially for multilane highways.