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    상습지체구간 결정을 위한 일관성 서비스지수(CSI) 개발 = Development of Consistency Service Index for Deciding Habitual Congestion Section

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    https://www.riss.kr/link?id=A104091650

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    PURPOSES: In order to do an improving countermeasures for congestion on the highway with a limited budget, it is very important to select a habitual congestion section effectively. This study is develop CSI(Consitency Service Index) which contained the service for drivers on the highway to select a habitual congestion section.
    METHODS: By applying the concept of service for the users paying a fee, proposed CSI(Consistency Service Index) to determine habitual delay. CSI is mean that users using the highway road must be provided an environment which can driving more than 80kph, anytime,anywhere.
    RESULTS: The result applying developed method in this study included most of congestion sections selected by conventional method. but,in some section of existing non-congestion section were included by CSI. The annual average speed and CSI correlation analysis result was high correlation. This result proved that CSI was reflecting road traffic condition well.
    CONCLUSIONS : It was verified practicality from the delay section of gyeonggi-do area highway. we can judge whether or not to be a habitual congestion in the specific highway and do the traffic improving countermeasures accordingly.
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    PURPOSES: In order to do an improving countermeasures for congestion on the highway with a limited budget, it is very important to select a habitual congestion section effectively. This study is develop CSI(Consitency Service Index) which contained th...

    PURPOSES: In order to do an improving countermeasures for congestion on the highway with a limited budget, it is very important to select a habitual congestion section effectively. This study is develop CSI(Consitency Service Index) which contained the service for drivers on the highway to select a habitual congestion section.
    METHODS: By applying the concept of service for the users paying a fee, proposed CSI(Consistency Service Index) to determine habitual delay. CSI is mean that users using the highway road must be provided an environment which can driving more than 80kph, anytime,anywhere.
    RESULTS: The result applying developed method in this study included most of congestion sections selected by conventional method. but,in some section of existing non-congestion section were included by CSI. The annual average speed and CSI correlation analysis result was high correlation. This result proved that CSI was reflecting road traffic condition well.
    CONCLUSIONS : It was verified practicality from the delay section of gyeonggi-do area highway. we can judge whether or not to be a habitual congestion in the specific highway and do the traffic improving countermeasures accordingly.

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    참고문헌 (Reference)

    1 조준한, "일반국도 설계시간계수의 적정 확률분포 선정 및 추정" 대한교통학회 24 (24): 33-43, 2006

    2 문미경, "설계시간교통량 산정방법 개선" 대한교통학회 21 (21): 61-71, 2003

    3 복기찬, "고속도로 소통상태지수 개발에 관한 연구" 대한교통학회 27 (27): 85-95, 2009

    4 김형곤, "고속도로 상습 지체구간 선정을 위한 지체판단속도 산정 및 추정모형 개발" 한양대학교 대학원 2013

    5 California Department of Transportation Division of Research & Innovation, "Transportation System Impacts Cross- cutting Evaluation Report" 2004

    6 NCHRP, "Quantifying congestion: user's guide, Vol. 2" 2-, 1997

    7 Satish C. Sharma, "Neural networks as alternative to traditional factor approach of annual average daily traffic estimation from traffic counts" 24-31, 1999

    8 Lo HK, "Network with degra-dable links: Capacity analysis and design" 37 : 45-363, 2003

    9 Texas Transportation Institute, "Monitoring Urban Freeways in 2003 : Current Conditions and Trends from Archived Operations Data" 2004

    10 Ministry of Land, "Highway Capacity Manual" 2013

    1 조준한, "일반국도 설계시간계수의 적정 확률분포 선정 및 추정" 대한교통학회 24 (24): 33-43, 2006

    2 문미경, "설계시간교통량 산정방법 개선" 대한교통학회 21 (21): 61-71, 2003

    3 복기찬, "고속도로 소통상태지수 개발에 관한 연구" 대한교통학회 27 (27): 85-95, 2009

    4 김형곤, "고속도로 상습 지체구간 선정을 위한 지체판단속도 산정 및 추정모형 개발" 한양대학교 대학원 2013

    5 California Department of Transportation Division of Research & Innovation, "Transportation System Impacts Cross- cutting Evaluation Report" 2004

    6 NCHRP, "Quantifying congestion: user's guide, Vol. 2" 2-, 1997

    7 Satish C. Sharma, "Neural networks as alternative to traditional factor approach of annual average daily traffic estimation from traffic counts" 24-31, 1999

    8 Lo HK, "Network with degra-dable links: Capacity analysis and design" 37 : 45-363, 2003

    9 Texas Transportation Institute, "Monitoring Urban Freeways in 2003 : Current Conditions and Trends from Archived Operations Data" 2004

    10 Ministry of Land, "Highway Capacity Manual" 2013

    11 Transportation Research Board, "Freeway performance measurement system : mining loop detector data" 2001

    12 Hwang S. K, "Development of Urban Congestion Index for Economic Congestion Estimation(1 step)" 2002

    13 Lee S. J., "Development of Traffic Operating Condition Audit Technique on Freeways" Expressway & transportation research Institute 2006

    14 S.C. Sharma, "Determination of DDHV from directional traffic flows" 121 (121): 369-375, 1995

    15 CAMPO, "Congestion management system(CMS) state of the system report" 2004

    16 Lee S. G., "A Study on the Development of Road Congestion Index" KRIHS 33-57, 1997

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2027 평가 재인증평가 신청대상 (재인증)
    2021-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2018-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2015-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2011-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2009-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2006-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    2005-05-29 학술지등록 한글명 : 한국도로학회논문집
    외국어명 : 미등록
    KCI등재후보
    2005-01-18 학회명변경 한글명 : 한국도로포장공학회 -> 한국도로학회
    영문명 : Korean Society Of Pavement Engineers -> Korean Society Of Road Engineers
    KCI등재후보
    2005-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2003-07-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
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    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.27 0.27 0.23
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.26 0.27 0.436 0.09
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