Random Parameters 음이항 모형을 이용한 신호교차로 교통사고 모형개발에 관한 연구 -대전광역시를 대상으로 -

서지정보

ㆍ발행기관 : 한국도로학회 ㆍ수록지정보 : 한국도로학회논문집 / 20권 / 2호
ㆍ저자명 : 박민호, 홍정열

목차

ABSTRACT
1. 서론
2. 교통사고 모형 방법론
2.1. 가산 모형(Count Model)
2.2. Random Parameters 모형
3. 모형 구축
3.1. 자료 구축 및 분석
3.2. 모형 구축 및 결과 분석
4. 결론 및 향후 연구과제
REFERENCES

영어 초록

PURPOSES: The purpose of this study is to develop a crash prediction model at signalized intersections, which can capture the randomness and uncertainty of traffic accident forecasting in order to provide more precise results. METHODS: The authors propose a random parameter (RP) approach to overcome the limitation of the Count model that cannot consider the heterogeneity of the assigned locations or road sections. For the model’s development, 55 intersections located in the Daejeon metropolitan area were selected as the scope of the study, and panel data such as the number of crashes, traffic volume, and intersection geometry at each intersection were collected for the analysis. RESULTS: Based on the results of the RP negative binomial crash prediction model developed in this study, it was found that the independent variables such as the log form of average annual traffic volume, presence or absence of left-turn lanes on major roads, presence or absence of right-turn lanes on minor roads, and the number of crosswalks were statistically significant random parameters, and this showed that the variables have a heterogeneous influence on individual intersections. CONCLUSIONS : It was found that the RP model had a better fit to the data than the fixed parameters (FP) model since the RP model reflects the heterogeneity of the individual observations and captures the inconsistent and biased effects.

참고 자료

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