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1、3200 英文單詞, 英文單詞,1.6 萬(wàn)英文字符,中文 萬(wàn)英文字符,中文 5100 字文獻(xiàn)出處: 文獻(xiàn)出處:Tanaka S , Ohno S , Nakamura F . Analysis on drivers’ parking lot choice behaviors in expressway rest area[J]. Transportation Research Procedia, 2017, 25:1342-1351.A
2、nalysis on drivers’ parking lot choice behaviors in expressway rest areaShinji Tanaka , Shinya Ohno , Fumihiko NakamuraAbstractIn high demand seasons, heavy traffic causes congestion not only on main carriageways but als
3、o in rest areas. Congestion in rest areas make vehicles cruising, crawling, standing and sometimes reverse running inside the area to find a parking lot. Such vehicles form a queue and it may extend out to the main carri
4、ageway, which cause more serious congestion. At the same time, it is often observed there are still some available lots left in the back side of the area even though such information is provided. It means drivers do not
5、always behave perfectly and the capacity of the rest area is not fully utilized. Therefore, it is important to understand how drivers make decisions of their behavior to select parking lots under congested situation to i
6、mprove the performance of the parking capacity. Then, this study aims at revealing drivers’ choice behavior of parking lots in expressway rest area.Four rest areas were picked up to collect drivers’ choice behaviors cons
7、idering the characteristics such as geometry, information provision etc. Video observation was conducted to obtain individual vehicles trajectories as well as the transition of the parking lots occupancy. VMS data showin
8、g parking lots availability was also gathered to check what kind of information was given when a driver made a choice behavior. At the same time, questionnaire survey was also done to understand drivers’ preference, beh
9、avioral factors etc.Based on the collected video and questionnaire data, drivers’ choice behaviors at diverging points inside the area were analyzed in detail. As a result, major influential factors were revealed to be “
10、distance to the facilities”, “availability information on VMS” and “queue length in sight”. Moreover, the order of their importance was not always the same but varied depending on the condition of the parking lots occupa
11、ncy. Especially, at near-saturated condition, drivers were affected more by a queue in front rather than VMS information. Finally, some implications for rest area design and operation were shown based on the results.Keyw
12、ords: Parking lot choice; Expressway rest area; Logit model1. IntroductionIn high demand seasons, heavy traffic demand causes congestion in expressways not only on main carriageways but also in rest areas. Congestion in
13、rest areas make vehicles cruising, crawling, standing and sometimes reverse running inside the area to find a vacant parking lot. It generates delay as well as risk of accidents. And these vehicles form a long queue and
14、it may extend out to the main carriageway, which cause more serious congestion of the expressway mainline traffic. At the same time, it is often observed there are still some available lots left in the back side of the r
15、est area even though such availability information is provided via variable message signs (VMS). It means drivers do not always behave perfectly according to the provided information and as a result the capacity of the r
16、est area is not fully utilized. Therefore, it is of parking lot availability ahead of the point. It shows the availability by three levels, that is, “vacant (green)”, “congested (orange)” and “full (red)”.Rest area 1 and
17、 2 are large scale areas that are located approximately 50km away from Tokyo. There are no recursive lane in these areas and only area 2 has VMS. Rest area 3 is medium size and it is located approximately 80km away from
18、Tokyo. It has several recursive lanes in different parts of the area but does not have VMS. Rest area 4 is relatively small scale that is located approximately 100km away from Tokyo. It has both recursive lane and VMS.Ta
19、ble 1. Major characteristics of the study areas.(1) Ebina (Westbound) (2) Ebina (Eastbound) (3) Ashigara (Westbound) (4) Numazu (Westbound)Parkingcapacity (veh) 544 441 318 98Recursive lane No No Yes YesVMS (num) No Yes
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