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      차량 주행특성을 고려한 감속 완화곡선 설계방법 개발 = A Development of Design Method for Deceleration Transition Curve Based on Vehicle Driving Characteristics

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      https://www.riss.kr/link?id=A104950680

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      다국어 초록 (Multilingual Abstract)

      I study for design criteria and research about Interchange diverging area of express highway and freeway. the most recent, at interchange diversion of express highway and freeway, design criteria and researches are focus on safety guarantee a point of...

      I study for design criteria and research about Interchange diverging area of express highway and freeway. the most recent,
      at interchange diversion of express highway and freeway, design criteria and researches are focus on safety guarantee a point
      of view movement dynamics of vehicle and road geometric as to transition section, deceleration section, curve radius, nose section,
      outflow angle etc. that is, design criteria and research of Interchange diverging area have not consider a point of view movement
      dynamics of vehicle and road geometric and driver. so that I will be focus characteristic of runing speed on trasion curve. and
      I will consider vehicle running speed characteristics and study problem of Interchange diverging area design criteria. For this
      study, First, analysis meaning about theory of now design criteria, Second, look at vehicle running speed and traffic accident
      characteristics of Interchange diverging area , Third, propose new deceleration transition curve design method get along vehicle
      running speed characteristics of Interchange diverging area. new deceleration transition curve design method put out new outcoums.
      that is, I definite cause to safety new deceleration transition curve design method better than pressently, used design criteria
      of Interchange diverging area. especially, deceleration transition curve design criteria produced good result in the running speed
      50km/h,40km/h, that is inertia better than inertia of present used design criteria. and deceleration transition curve is extended
      better than present transition curve criteria. so that new deceleration transition curve design method safety is good better than
      the past method safety.

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      다국어 초록 (Multilingual Abstract)

      I study for design criteria and research about Interchange diverging area of express highway and freeway. the most recent, at interchange diversion of express highway and freeway, design criteria and researches are focus on safety guarantee a point ...

      I study for design criteria and research about Interchange diverging area of express highway and freeway. the most recent,
      at interchange diversion of express highway and freeway, design criteria and researches are focus on safety guarantee a point
      of view movement dynamics of vehicle and road geometric as to transition section, deceleration section, curve radius, nose section,
      outflow angle etc. that is, design criteria and research of Interchange diverging area have not consider a point of view movement
      dynamics of vehicle and road geometric and driver. so that I will be focus characteristic of runing speed on trasion curve. and
      I will consider vehicle running speed characteristics and study problem of Interchange diverging area design criteria. For this
      study, First, analysis meaning about theory of now design criteria, Second, look at vehicle running speed and traffic accident
      characteristics of Interchange diverging area , Third, propose new deceleration transition curve design method get along vehicle
      running speed characteristics of Interchange diverging area. new deceleration transition curve design method put out new outcoums.
      that is, I definite cause to safety new deceleration transition curve design method better than pressently, used design criteria
      of Interchange diverging area. especially, deceleration transition curve design criteria produced good result in the running speed
      50km/h,40km/h, that is inertia better than inertia of present used design criteria. and deceleration transition curve is extended
      better than present transition curve criteria. so that new deceleration transition curve design method safety is good better than
      the past method safety.

      더보기

      참고문헌 (Reference)

      1 김일환, "주행특성을 고려한 고속도로 유출부 안전성평가 및 설계방 법론 개발" 서울대학교 2008

      2 건설교통부, "도로의 구조․시설기준에 관한 규칙, 해설 및 지침"

      3 사단법인 일본도로협회, "도로구조령해설과 운용" 2004

      4 한국도로 공사, "고속도로 분․합류부 설계기준 수립에 관한 연구" 2005

      5 McLean, J.R., "Driver Behaviour on Curves -a Review" 1974

      6 McLean, J.R., "Driver Behaviour on Curves - a Review" 1974

      7 Taragin, A., "Dr iver Performance on Horizontal Curves" 25-, 1954

      8 A Polocy on Geometric Design of Highways and Streets, "American Association of State Highway and Transportation Officials" 2001

      1 김일환, "주행특성을 고려한 고속도로 유출부 안전성평가 및 설계방 법론 개발" 서울대학교 2008

      2 건설교통부, "도로의 구조․시설기준에 관한 규칙, 해설 및 지침"

      3 사단법인 일본도로협회, "도로구조령해설과 운용" 2004

      4 한국도로 공사, "고속도로 분․합류부 설계기준 수립에 관한 연구" 2005

      5 McLean, J.R., "Driver Behaviour on Curves -a Review" 1974

      6 McLean, J.R., "Driver Behaviour on Curves - a Review" 1974

      7 Taragin, A., "Dr iver Performance on Horizontal Curves" 25-, 1954

      8 A Polocy on Geometric Design of Highways and Streets, "American Association of State Highway and Transportation Officials" 2001

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      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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