부산지역 교차로에 있어서 실시간 신호주기의 지체추정모형 구축에 관한 연구
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 沈亮珠 | - |
dc.date.accessioned | 2017-02-22T06:09:29Z | - |
dc.date.available | 2017-02-22T06:09:29Z | - |
dc.date.issued | 2001 | - |
dc.date.submitted | 56797-10-27 | - |
dc.identifier.uri | http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002173872 | ko_KR |
dc.identifier.uri | http://repository.kmou.ac.kr/handle/2014.oak/9177 | - |
dc.description.abstract | Today the arterials play a key role in urban transportation. However, they experience a severe congestion with the mixed traffic on the signalized intersections regardless of the peak periods. Thus, the purpose of this study is to identify the real-time cycle-based traffic characteristics, construct the delay predictive models (DPM) depending on the time-periods and finally determine the ranking of the factors affecting the delay on the signalized intersections in urban area. From the analyses of the real-time traffic characteristics, the construction and verification of delay models, and the determination of the ranking in the factors on the delay models, the following results were obtained : ⅰ) Traffic flow did not show a distinct difference depending on the time periods. Rather, more traffic flows were concentrated on the signalized intersections in the non-peak periods when compared with the on-peak periods. ⅱ) The volume-to-capacity (v/c) ratio was proved to be a key variable in delay model construction on the signalized intersection. Also, the variables used in the model construction showed the appropriateness in the travel characteristics on the signalized intersections. ⅲ) Most of the delay models were shown to have a higher explanatory power for the delay predictive model construction and verification with the high R² values. ⅳ) The left-turn link showed a key factor affecting delay on the 3-leg signalized intersections, but the thru link showed a key factor affecting delay on the 4-leg intersections. Also, the passenger car showed a key factor affecting delay on the 3-leg or 4-leg signalized intersections. | - |
dc.description.tableofcontents | ABSTRACT = ⅰ NOMENCLATURE = ⅴ LIST OF FIGURES = ⅶ LIST OF TABLES = ⅷ 1. 서론 = 1 1.1 연구 배경 = 1 1.2 연구목적 및 필요성 = 1 1.3 기존연구 고찰 = 2 1.4 자료수집 및 분석방법 = 4 2. 교통특성분석 = 6 2.1 통행특성분석 = 7 2.2 도로특성분석 = 11 2.3 신호특성분석 = 12 2.3 지체특성분석 = 13 3. 모형구축 및 검증 = 19 3.1 모형구축방법 = 19 3.1.1 변수의 정의 = 19 3.1.2 다중회귀모형 구축절차 = 20 3.1.3 모형의 적합성 = 20 3.2 모형구축 = 21 3.2.1 3지 교차로의 지체예측모형 = 21 3.2.2 4지 교차로의 지체예측모형 = 22 3.3 모형검증 = 23 3.4 요인분석 = 26 4. 결론 및 향후연구과제 = 30 참고문헌 = 33 | - |
dc.publisher | 한국해양대학교 대학원 | - |
dc.title | 부산지역 교차로에 있어서 실시간 신호주기의 지체추정모형 구축에 관한 연구 | - |
dc.title.alternative | Real-time Cycle-based Delay Predictive Modeling on the Signalized Intersections in Pusan Area | - |
dc.type | Thesis | - |
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