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contributor authorPan Bing-hong;Yu Ying-jie;Wu Sheng-quan;Yan Kao-quan
date accessioned2019-02-26T07:46:48Z
date available2019-02-26T07:46:48Z
date issued2018
identifier otherJHTRCQ.0000642.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249315
description abstractTo study the advance distance of guide signs of expressway exits, we divide driving behavior in expressway exits into five processes according to the characteristics of the driving psychology principle and drivers’ response to signs. A model of guide signs of expressway exits is built to calculate the advance distance of guide signs that meets safety and comfort requirements. The proposed model is established on the basis of the insertion gap travel distance model and isokinetic deviation sine curve model of vehicle lane changing distance. Through the analysis of the setting mode of guide signs, we calculate a reasonable distance for guide signs under different road conditions and different driver characteristics. The proposed model is developed with the UC-win/Road and simulated by the Forum8 driving simulator. Simulation results show that only the distance of the advance signs of a two-way four-lane expressway exit is close to the specified value of Road Traffic Signs and Markings, which is reasonable; while for expressway with six lanes and above, the specified value is small.
publisherAmerican Society of Civil Engineers
titleResearch on Advance Distance of Guide Signs of Expressway Exits Based on UC-win/Road Simulation
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000642
page71
treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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