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      KCI등재

      인지거리와 측방위치를 이용한 시선유도시설의 설치방법에 관한 연구 = A Study on the Installation Method of Delineation System Using Detection Distance and Lateral Position

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      https://www.riss.kr/link?id=A104951332

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      다국어 초록 (Multilingual Abstract)

      This study investigated the effects of delineation systems on drivers' maneuver and how the effectiveness of delineation system can be further improved according to the road geometry. The experiments were conducted to collect lateral placement data and detection distance data using GPS equipped vehicles. The main results are summarizedas follows. Firstly, installing the delineation facilities on the roads helps drivers to recognize road alignment. Secondly, the detection distance is longer for delineators than for raised pavement marker in tangent section, while there is no difference in curve section. The chevron show the longest detection distance in the curve section, while the raised pavement markers showed no distinctive performance in terms of detection distance and lateral placement. Therefore, we can recommend install delineators in the tangent sections and chevrons in curve sections, based on the analysis results of effects of delineation facilities.
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      This study investigated the effects of delineation systems on drivers' maneuver and how the effectiveness of delineation system can be further improved according to the road geometry. The experiments were conducted to collect lateral placement data an...

      This study investigated the effects of delineation systems on drivers' maneuver and how the effectiveness of delineation system can be further improved according to the road geometry. The experiments were conducted to collect lateral placement data and detection distance data using GPS equipped vehicles. The main results are summarizedas follows. Firstly, installing the delineation facilities on the roads helps drivers to recognize road alignment. Secondly, the detection distance is longer for delineators than for raised pavement marker in tangent section, while there is no difference in curve section. The chevron show the longest detection distance in the curve section, while the raised pavement markers showed no distinctive performance in terms of detection distance and lateral placement. Therefore, we can recommend install delineators in the tangent sections and chevrons in curve sections, based on the analysis results of effects of delineation facilities.

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      참고문헌 (Reference)

      1 건설교통부, "도로안전시설 설치 및 관리지침 - 시선유도시설 편" 2002

      2 John A. Molino, "Relative Luminance of Retroreflective Raised Pavement Markers and Pavement" 45-51, 2003

      3 Zwahlen, H. T, "Pavement Marking Visibility Research and Proposed Values for Minimum Required Pavement Marking Retro-Reflectivity" FHWA, U.S. Department of Transportation 1998

      4 Frank D, "Improving Work Zone Delineation on Limited Access Highways" 36-43, 1990

      5 Cletus R. Mercier, "Evaluation of Proposed Minimum Retroreflectivity Requirements for Traffic Signs" 57-67, 1995

      6 Helmut T. Zwahlen, "Effects of Lateral Separation Between" 87-98, 1995

      7 Zwahlen, "Driver Lateral Control Performance as a Function of Delineation" 56-65, 1987

      8 도로교통안전관리공단, "2004년판 교통사고 통계분석" 2004

      1 건설교통부, "도로안전시설 설치 및 관리지침 - 시선유도시설 편" 2002

      2 John A. Molino, "Relative Luminance of Retroreflective Raised Pavement Markers and Pavement" 45-51, 2003

      3 Zwahlen, H. T, "Pavement Marking Visibility Research and Proposed Values for Minimum Required Pavement Marking Retro-Reflectivity" FHWA, U.S. Department of Transportation 1998

      4 Frank D, "Improving Work Zone Delineation on Limited Access Highways" 36-43, 1990

      5 Cletus R. Mercier, "Evaluation of Proposed Minimum Retroreflectivity Requirements for Traffic Signs" 57-67, 1995

      6 Helmut T. Zwahlen, "Effects of Lateral Separation Between" 87-98, 1995

      7 Zwahlen, "Driver Lateral Control Performance as a Function of Delineation" 56-65, 1987

      8 도로교통안전관리공단, "2004년판 교통사고 통계분석" 2004

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 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 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2003-07-01 평가 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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