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      회전교차로의 접근로 신호최적화를 통한 도입효과 분석 = Measurement of Effectiveness of Signal Optimized Roundabout

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      https://www.riss.kr/link?id=A104950672

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      다국어 초록 (Multilingual Abstract)

      PURPOSES : Although signalized intersections have been considered the best way to control traffic volume in urban areas for several decades, roundabouts are currently being discussed as an alternative way to control traffic volume, especially when traffic is light. Because a roundabout’s efficiency depends on the load geometry as well as the traffic volume, design guidelines for roundabouts are recommended only if the incoming traffic volume is very low. It is rare to substitute a roundabout for an existing signalized intersection in urban areas. This study aims to estimate the benefits from the transformation of an existing signalized intersection into a roundabout in an urban area. When there is a more moderate volume of traffic, roundabouts can be effectively used by optimizing signals located at an approaching roadway.
      METHODS : The methodologies of this paper are as follows: First, a signalized intersection was analyzed to determine the traffic characteristics. Second, the signalized intersection was transformed into a roundabout using VISSIM microscopic traffic simulation. Then, we estimated and analyzed the effects and the performance of the roundabout. In addition, we adjusted a method to improve the benefits of the transformation via the optimization of signals located at an approaching road to control the incoming traffic volume.
      RESULTS : The results of this research are as follows: The signal-optimized roundabout improved delays compared with the signalized intersection during the morning peak hour, non-peak hour, and evening peak hour by 1.78%, 12.45%, and 12.72%, respectively.
      CONCLUSIONS : According to the simulation results of each scenarios, the signal-optimized roundabout had less delay time than the signalized intersection. If optimized signal control algorithms are installed in roundabouts in the future, this will lead to more efficient traffic management.
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      PURPOSES : Although signalized intersections have been considered the best way to control traffic volume in urban areas for several decades, roundabouts are currently being discussed as an alternative way to control traffic volume, especially when tra...

      PURPOSES : Although signalized intersections have been considered the best way to control traffic volume in urban areas for several decades, roundabouts are currently being discussed as an alternative way to control traffic volume, especially when traffic is light. Because a roundabout’s efficiency depends on the load geometry as well as the traffic volume, design guidelines for roundabouts are recommended only if the incoming traffic volume is very low. It is rare to substitute a roundabout for an existing signalized intersection in urban areas. This study aims to estimate the benefits from the transformation of an existing signalized intersection into a roundabout in an urban area. When there is a more moderate volume of traffic, roundabouts can be effectively used by optimizing signals located at an approaching roadway.
      METHODS : The methodologies of this paper are as follows: First, a signalized intersection was analyzed to determine the traffic characteristics. Second, the signalized intersection was transformed into a roundabout using VISSIM microscopic traffic simulation. Then, we estimated and analyzed the effects and the performance of the roundabout. In addition, we adjusted a method to improve the benefits of the transformation via the optimization of signals located at an approaching road to control the incoming traffic volume.
      RESULTS : The results of this research are as follows: The signal-optimized roundabout improved delays compared with the signalized intersection during the morning peak hour, non-peak hour, and evening peak hour by 1.78%, 12.45%, and 12.72%, respectively.
      CONCLUSIONS : According to the simulation results of each scenarios, the signal-optimized roundabout had less delay time than the signalized intersection. If optimized signal control algorithms are installed in roundabouts in the future, this will lead to more efficient traffic management.

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      참고문헌 (Reference)

      1 이동원, "제주지역 다지교차로의 회전교차로 교통시스템 변환에 따른 효과분석" 대한토목학회 32 (32): 623-636, 2012

      2 박병호, "로터리와 회전교차로 운영방식별 지체 비교분석" 한국도로학회 14 (14): 83-91, 2012

      3 김태영, "국내 회전교차로의 임계간격 모형" 대한교통학회 30 (30): 93-100, 2012

      4 임진강, "국내 로터리의 회전교차로 전환에 따른 운영효과 비교분석" 한국도로학회 13 (13): 77-83, 2011

      5 "Korea Highway Capacity Manual"

      6 Jie, C., "Driver's Critical Gap Calibration at Urban Roundabouts: A Case Study in China" 13 (13): 237-242, 2008

      7 Xu, Feng, "Driver Behavior and Gap Acceptance Characteristics at Roundabout in California" 08 (08): 2008

      8 "Design Guidelines of Roundabout"

      9 김회경, "Connected Vehicle을 이용한 Smart Roundabout의 개발과 평가" 대한토목학회 34 (34): 243-250, 2014

      10 "A Plan for Improving Traffic Operation System"

      1 이동원, "제주지역 다지교차로의 회전교차로 교통시스템 변환에 따른 효과분석" 대한토목학회 32 (32): 623-636, 2012

      2 박병호, "로터리와 회전교차로 운영방식별 지체 비교분석" 한국도로학회 14 (14): 83-91, 2012

      3 김태영, "국내 회전교차로의 임계간격 모형" 대한교통학회 30 (30): 93-100, 2012

      4 임진강, "국내 로터리의 회전교차로 전환에 따른 운영효과 비교분석" 한국도로학회 13 (13): 77-83, 2011

      5 "Korea Highway Capacity Manual"

      6 Jie, C., "Driver's Critical Gap Calibration at Urban Roundabouts: A Case Study in China" 13 (13): 237-242, 2008

      7 Xu, Feng, "Driver Behavior and Gap Acceptance Characteristics at Roundabout in California" 08 (08): 2008

      8 "Design Guidelines of Roundabout"

      9 김회경, "Connected Vehicle을 이용한 Smart Roundabout의 개발과 평가" 대한토목학회 34 (34): 243-250, 2014

      10 "A Plan for Improving Traffic Operation System"

      11 Lee, Dong Min, "A Change of Roundabout Application Effects bt Driver Experience and Educations" 101-105, 2013

      12 임진강, "3차로 회전교차로의 시나리오별 효과 분석" 대한국토·도시계획학회 46 (46): 223-232, 2011

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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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