• Title/Summary/Keyword: 주행차량속도

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The Effect of VMS Message Presentation Type on the Speed Reduction of Driving Vehicle in School Zone (스쿨존에서 VMS의 메시지 제시유형이 주행차량속도 감소에 미치는 영향)

  • Lim, Sung Jun;Lee, Ji Dong;Park, Han Kyu;Lee, Kee Hoon;Moon, Kwang Su;Oah, She Zeen
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.17 no.1
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    • pp.89-99
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    • 2018
  • The number of traffic accidents in Korea has been increasing since 2014. In most school zones, safety signs are installed to prevent children's traffic accidents. However, it has been known that the effects of those signs are not significant. A variable message sign(VMS), one of the components of Intelligent Transport System(ITS), has emerged as an alternative method. Therefore, this study examines relative effects of two different VMS messages(Timely vs. Continuous) on vehicle speed. Experiments were conducted in two school zones. 6,676 vehicles were measured for speed limit compliance. A counterbalanced multiple baseline design was adopted. The results showed that both types of message are effective in reducing the speed of vehicle. Specifically, A timely message was more effective in slowing down vehicle speed and improving speed limit compliance than a continuous message. The present study suggested that a VMS with human factors can be effective.

Noise Sources Localization on High-Speed Trains by using a Microphone Array (마이크로폰 어레이를 이용한 고속철도 차량의 소음원 도출 연구)

  • Noh, Hee-Min;Cho, Jun-Ho;Choi, Sung-Hoon;Hong, Suk-Yoon
    • Journal of the Korean Society for Railway
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    • v.15 no.1
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    • pp.23-28
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    • 2012
  • In this paper, noise of Korean high-speed trains (KTX) running at different speed from 150 to 300km/h was measured by a microphone array system. From the measurement, relation between maximum sound pressure levels and train moving speeds of KTX was drawn and a regression coefficient from the relation was also derived. Moreover, increases of SPL with speeds of KTX were analyzed in the frequency domain. From the analysis, sound characteristics of passing-by noise of KTX were provided. Then, dominant noise source areas were obtained from the measurements and propagation patterns of KTX in vertical direction were also investigated. Finally, noise sources of KTX were identified from inspection of noise maps.

Design of Vehicle Collision Avoidance Algorithm for 24GHz/77GHz Automotive Radar Sensor (24GHz/77GHz 차량 레이더 센서를 이용한 차량충돌 방지 알고리즘 설계)

  • Kim, Shin-Gon;Choi, Seong-Kyu;Kim, Cheol-Hwan;Sung, Myeong-U;Lim, Jae-Hwan;Rastegar, Habib;Choi, Geun-Ho;Ryu, Jee-Youl;Noh, Seok-Ho
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2014.05a
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    • pp.855-857
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    • 2014
  • 본 논문에서는 24GHz/77GHz 차량용 거리감지 레이더 센서를 이용하여, 차량 충돌 방지 알고리즘을 제안하고자 한다. 알고리즘은 고주파 거리 감지센서에서 측정된 전압을 이용하여, 전후좌우의 차량의 접근 정보를 획득하고 이를 효율적으로 이용하여, 여러 가지 상황에 따른 차량충돌방지를 할 수 있도록 설계되어 있다. 제안된 차량방지 알고리즘은 현재 운행 중인 속도를 기반으로 속도구간별 운행정보를 계산하여 충돌방지를 위한 알고리즘을 설계하였다. 본 연구에서 설계한 차량충돌방지 알고리즘은 차량 주행에서 좌우 차량충돌 없이 효율적으로 운행을 하는 특성을 보였다.

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Design of Traffic Signal Controller using A.I. (지능을 이용한 교통신호제어기 설계)

  • 박종국;정공손;박정일;홍유식
    • Proceedings of the Korean Institute of Intelligent Systems Conference
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    • 1997.10a
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    • pp.163-169
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    • 1997
  • 본 논문에서는 평균 차량속도를 향상시키고 평균 차량대기시간을 줄이는 새로운 최적 교통신호주기산출방법을 제안한다. 전자교통신호등은 차량은 교차로에 많을때에는 교통신호주기을 연장 할 수 있고 교차로에 차량이 적을 경우에는 교통신호주기를 단축할 수 있다. 그러나 요즈음과 같이 교통체증이 많아서 평균주행속도가 10km - 20km 로 서행우전할 수 밖에 없을때에는 전자신호등의 기능을 수행할 수 없다. 그러므로 본 논문에서는 승용차대기시간을 단축하기위해서 최적 경로 알고리즘을 사용하여 목적지까지 가장 빠르게 도착할 수 있는 교통신호설계 소프트웨어 Tool을 개발하였다. 컴퓨터 모의실험결과 G.P.S.를 자동차에 내장하여 최단경로선택을 하는 차량이 기존의 최적경로선택기능이 없는 차량보다 승용타대기시간 및 평균주행속도가 10% - 32% 가량 개선시킬 수 있음을 입증하였다.

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A Study on the Critical Speed of 1/5 Scaled Bogie Model (1/5 스케일 축소대차 모델 임계속도에 관한 연구)

  • Hur, Hyun-Moo;Park, Joon-Hyuk;Kim, Min-Soo;You, Won-Hee;Park, Tae-Won
    • Journal of the Korean Society for Railway
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    • v.10 no.6
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    • pp.800-805
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    • 2007
  • The critical speed of railway bogie is very important in terms of the verification of the vehicle design procedure and safety. The dynamic performance of bogie is tested on the railway roller rig in a laboratory in place of field testing on track. But, the testing on the full scale roller rig caused many problems relating to test costs, test time and has the difficulty in test condition setup. To overcome these problems, scaled models were used in the filed of railway vehicle design and test. In this paper, we have studied the critical speed of scaled bogie model. We have made the 1/5 scaled bogie, the scaled roller rig and analyzed the critical speed of the scaled bogie through the numerical simulation and running test of the scaled bogie. We have confirmed that the analysis results of the critical speed correspond with the test results.

Risk Analysis of Travelling Vehicles by Cross Wind (횡풍에 의한 주행 차량 위험도 해석)

  • Lee, Il-Keun;Jo, Byung-Wan
    • International Journal of Highway Engineering
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    • v.13 no.3
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    • pp.139-146
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    • 2011
  • Travelling vehicles on roads may slip or overturn due to strong cross wind. This paper presents the path deviation equation and the overturning equation of vehicle, and the process of evaluating the cross wind risk. Case studies for cars and trucks are carried out. It explains the mechanism why the deviation occurs according to the types of vehicles. It shall help to prepare the measures for reducing the risk of travelling vehicles in high wind speeds.

Analysis on the Effect of Vehicle Speed Change on the Vehicle Information Guide System for Pedestrian Safety (보행자 안전을 위한 차량정보안내시스템 도입에 따른 통행속도 변화에 미치는 영향 분석)

  • Kwang-Bok Jung;Yeong-YUL Kim;Jae-Yoon Han
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.22 no.1
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    • pp.93-102
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    • 2023
  • This study conducted an effect evaluation before and after the installation of a vehicle information guidance system that provides drivers with information about vehicle speed and the presence or absence of pedestrians near pedestrian crossings. There are three types of scenarios: when no information is provided to the driver (S1), when only the vehicle driving speed is provided (S2), and when pedestrians are present on the pedestrian crossing and when both vehicle driving speeds are provided (S3). did. As a result of the survey, the speed reduction rate of the vehicle was found to be about 0.4~0.7km greater in S2 and S3 that provide information to the driver than in scenario S1. In addition, in the scenario S3, the speed reduction rate is 0.2km higher than that in the case where there are pedestrians near the pedestrian crossing, which further reduces the vehicle speed. Statistical analysis also showed that there was a difference in the speed reduction rate of the average vehicle for the three scenarios, and that the speed reduction rate was large in the presence of pedestrians.

WAVE System Performance for Platooning Vehicle Service Requirements Under Highway Environments (고속도로 환경에서 군집주행 서비스 요구사항에 대한 WAVE 통신시스템 성능 분석)

  • Song, Yoo-seung;Choi, Hyun Kyun
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.16 no.1
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    • pp.147-156
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    • 2017
  • This paper analyzes the performance limit of WAVE system for the platooning service requirements which is referred from the de facto standards. The performance of the packet error rate and mean delay as key parameters in the wireless communication systems should be satisfied to provide safety to the platooning vehicles. The test scenarios are conducted by considering the following vehicle groups: platooning vehicles, vehicles within a hop distance and vehicles within two hop distance( called hidden node vehicles). The models of packet error rate and delay deals with the topology of aforementioned vehicle groups, vehicle speed and communication range. The numerical results are obtained in terms of packet size, packet arrival rate and data transmission rate. Finally, this paper suggests the robust range of packet error rate and delay for the WAVE system to provide the platooning vehicle service.

The Characteristics of Vehicle Speed Violation in School Zones (어린이 보호구역에서의 차량 속도위반 특성 분석)

  • Park, Jae-Young;Kim, Do-Gyeong
    • International Journal of Highway Engineering
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    • v.12 no.2
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    • pp.63-69
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    • 2010
  • Since speed limit enforcement in school zones is the most important to reduce the occurrence of severe child related accidents, school zones typically have a speed limit of 30km/h. However, it is found that the majority of vehicles passing school zones are traveling over 30km/h. This indicates that school zones are not being effectively operated to achieve the main objective which is the reduction of child related accidents. This study aims to identify the factors affecting the violation of speed limits in school zones through the results of field survey from 8 elementary schools. The results showed that time period, the number of lanes, the width of sidewalks, and the status of colored pavement were found to be highly associated with the violation of speed limits in school zones at the 95% significance level. The results of this study may provide some insights for making safe environments around schools.

Evaluation of Horizontal Curve Transition Section Using Lateral Acceleration Model (횡방향 가속도 모영을 이용한 곡선부 도로의 변이구간 평가에 관한 연구)

  • Park, Je-Jin;Kim, Yong-Gil;Ko, Yeong-Sun;Ha, Tae-Jun
    • International Journal of Highway Engineering
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    • v.10 no.2
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    • pp.135-143
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    • 2008
  • According to the present highway design criteria, there are minimum standards which re ade from special design speeds. If some highways are satisfied the standards, it regards he highway as safety. In reality, however, most drivers drive a car at different speed compared with design speed. It is very dangerous for drivers especially at transition sections between curve and horizontal curve sections. Hence, this study calculated the rate of changing and horizontal acceleration at each section. Moreover, this study evaluated thesafety of design at curve transition sections and then calculated lateral acceleration and curve radii. This study found the minimum standards which are using as basic safety standards are not appropriate for measuring driver's safety.

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