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영과잉을 고려한 중심상업지구 교통사고모형 개발에 관한 연구 KCI 등재

Safety Performance Functions for Central Business Districts Using a Zero-Inflated Model

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한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : The purpose of this study was to develop safety performance functions (SPFs) that use zero-inflated negative binomial regression models for urban intersections in central business districts (CBDs), and to compare the statistical significance of developed models against that of regular negative binomial regression models.
METHODS : To develop and analyze the SPFs of intersections in CBDs, data acquisition was conducted for dependent and independent variables in areas of study. We analyzed the SPFs using zero-inflated negative binomial regression model as well as regular negative binomial regression model. We then compared the results by analyzing the statistical significance of the models.
RESULTS : SPFs were estimated for all accidents and injury accidents at intersections in CBDs in terms of variables such as AADT, Number of Lanes at Major Roads, Median Barriers, Right Turn with an Exclusive Turn Lane, Turning Guideline, and Front Signal. We also estimated the log-likelihood at convergence and the likelihood ratio of SPFs for comparing the zero-inflated model with the regular model. In he SPFs, estimated log-likelihood at convergence and the likelihood ratio of the zero-inflated model were at -836.736, 0.193 and -836.415, 0.195. Also estimated the log-likelihood at convergence and likelihood ratio of the regular model were at -843.547, 0.187 and -842.631, 0.189, respectively. These figures demonstrate that zero-inflated negative binomial regression models can better explain traffic accidents at intersections in CBDs.
CONCLUSIONS : SPFs that use a zero-inflated negative binomial regression model demonstrate better statistical significance compared with those that use a regular negative binomial regression model.

목차
1. 서론
  1.1. 연구의 배경 및 목적
  1.2. 연구의 범위 및 내용
 2. 교통사고모형의 이론적 배경
 3. CBD 내 교차로 교통사고 모형개발
  3.1. 독립변수의 정의 및 분석
  3.2. 독립변수의 상관성 분석
  3.3. 교통사고 모형개발
 4. 모형개발 결과 및 분석
 5. 결론
 REFERENCES
저자
  • 이상혁(한국건설기술연구원 도로연구소 수석연구원) | LEE Sang Hyuk
  • 우용한(경일대학교 건설공학부 부교수) | Woo Yong Han 교신저자