논문 상세보기

굴절 버스의 우회전시 주행 궤적을 고려한 차로 확폭에 관한 연구 KCI 등재

A Study on Lane Widening for Right Turning of Articulated Bus Considering the Driving Trajectory

  • 언어KOR
  • URLhttps://db.koreascholar.com/Article/Detail/408381
구독 기관 인증 시 무료 이용이 가능합니다. 4,000원
한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : In this study, we review the method and equations suggested in the usual guidelines to calculate the lane widening for curved sections, and proposed values of the widths and the amount of widening that reflected the driving trajectory of an articulated bus.
METHODS : A simulation was used to obtain the trajectory of articulated bus, which is adequate for a Super-Bus Rapid Transit(S-BRT) service with the longest length of the design vehicle. This study was conducted by dividing the trajectory into curved and tangential sections, and the extent of widening was analyzed by changing the rotation angle by 5°. In addition, the results related to the amount of widening from the conducted analysis were applied to particular situation of right turns of an articulated bus at urban intersection. The possible conflict situations that may occur were analyzed.
RESULTS : When analyzing the rotation angle at which the size of the driving width was set to be the largest for each lane center radius, the rotation angle for a lane center radius ( =15m) was 35°, the rotation angle for a lane center radius ( =20m) was 45°, the rotation angle for a lane center radius ( =25m) was 55°, and the rotation angle for a lane center radius ( =30m) was 60°.
CONCLUSIONS : As the radius increases, the required driving width and the amount of widening decrease. The rotation angle that requires the largest driving width is presented. The results show that as the central radius ( ) of the lane increases, the amount of widening for each rotation angle decreases. In addition, based on the results of the analysis of the driving width for each rotation, the trajectory of an articulated bus was applied to an at-grade intersection to check the distance required for widening from the beginning point of the curve.

목차
ABSTRACT
1. 서론
2. 기존 연구 고찰
    2.1. 국내·외 지침 및 가이드라인
    2.2. 차로 설계(확폭) 기준
    2.3. 기존 연구와의 차별성
3. 분석 개요
    3.1. 굴절 버스(Articulated Bus)
    3.2. 분석 조건
    3.3. 분석 방안
4. 분석 결과
    4.1. 곡선부에서의 주행 폭원 분석 결과
    4.2. 직선부(Ⅰ,Ⅱ)의 주행 폭원 분석 결과
5. 결론 및 향후 연구과제
REFERENCES
저자
  • 박재홍(한국건설기술연구원 인프라안전연구본부) | Park Jaehong
  • 노민형(한국건설기술연구원 인프라안전연구본부) | Noh Min Hyung
  • 윤덕근(한국건설기술연구원 인프라안전연구본부) | Yun Duk Geun
  • 성정곤(한국건설기술연구원 인프라안전연구본부) | Sung Jung Gon 교신저자