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Combined effects of drivers' disturbance risk preference heterogeneity and the nearest following vehicle headway on traffic flow instability: Analytical studies

机译:司机干扰风险偏好异质性和最近的车辆前往交通流量不稳定的综合影响:分析研究

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Driver's disturbance risk preference is defined as the driver's reaction degree to the disturbance, which is a kind of the driver's attributes and can be expressed by the disturbance risk preference coefficient. This paper proposes a new car-following model and firstly attempts to analytically investigate the combined effects of drivers' disturbance risk preference heterogeneity and the nearest following vehicle headway on traffic flow instability under some specific traffic scenarios. Solution of the model yields many insights including the following: (1) when drivers' disturbance risk preference increases from the following driver to the preceding driver, traffic flow instability increases, and the bigger the disturbance risk preference coefficient ratio of the preceding driver's coefficient to the following driver's coefficient, the bigger the increasing effect and vice versa; at this scenario, the nearest following vehicle headway increases traffic flow instability; (2) when drivers' disturbance risk preference is homogeneous, drivers' disturbance risk preference and the nearest following vehicle headway have no effects on traffic flow instability; (3) when drivers' disturbance risk preference reduces from the following driver to the preceding driver, for the general traffic situation, traffic flow instability reduces, and the smaller the disturbance risk preference coefficient ratio of the preceding driver's coefficient to the following driver's coefficient, the bigger the reducing effect and vice versa; at this scenario, if the coefficient ratio reduces from the following to the preceding or is homogeneous, the nearest following vehicle headway increases traffic flow instability, otherwise, the effects of the nearest following vehicle headway on traffic flow instability cannot be confirmed. (C) 2019 Elsevier B.V. All rights reserved.
机译:驾驶员的扰动风险偏好被定义为驾驶员对扰动的反应程度,这是一种驾驶员的属性,并且可以通过干扰风险偏好系数表示。本文提出了一种新的汽车之后模型,首先尝试分析司机干扰风险偏好异质性和最近的车辆前往在某些特定交通方案下的交通流量不稳定的综合影响。该模型的解决方案产生了许多见解,包括以下内容:(1)当驱动器的干扰风险偏好从以下驱动器增加到前一驱动器时,流量不稳定性增加,并且前一个驾驶员系数的干扰风险偏好系数比越大以下驾驶员的系数,效果越大,反之亦然;在这种情况下,最近的车辆前往增加了交通流量不稳定; (2)当司机的干扰风险偏好是同质的时,司机的扰动风险偏好和最近的车辆前往对交通流量不稳定没有影响; (3)当驾驶员的干扰风险偏好从以下驱动器到前一驾驶员减少时,对于一般交通情况,交通流量不稳定性降低,并且前面的驾驶员系数与以下驾驶员系数的干扰风险偏好系数越小,减少效果越大,反之亦然;在这种情况下,如果系数比从下面从前面的或均匀降低,则最近的车辆前往增加了交通流量不稳定性,否则,无法确认最近的车辆前往交通流量不稳定性的效果。 (c)2019 Elsevier B.v.保留所有权利。

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