• Title/Summary/Keyword: 교통사고 예측모형

Search Result 163, Processing Time 0.026 seconds

Analysis of Traffic Accident Severity for Korean Highway Using Structural Equations Model (구조방정식모형을 이용한 고속도로 교통사고 심각도 분석)

  • Lee, Ju-Yeon;Chung, Jin-Hyuk;Son, Bong-Soo
    • Journal of Korean Society of Transportation
    • /
    • v.26 no.2
    • /
    • pp.17-24
    • /
    • 2008
  • Traffic accident forecasting model has been developed steadily to understand factors affecting traffic accidents and to reduce them. In Korea, the length of highways is over 3,000km, and it is within the top ten in the world. However, the number of accidents-per-one kilometer highway is higher than any other countries. The rapid increase of travel demand and transportation infrastructures since 1980's may influence on the high rates of traffic accident. Accident severity is one of the important indices as well as the rate of accident and factors such as road geometric conditions, driver characteristics and type of vehicles may be related to traffic accident severity. However, since all these factors are interacted complicatedly, the interactions are not easily identified. A structural equations model is adopted to capture the complex relationships among variables. In the model estimation, we use 2,880 accident data on highways in Korea. The SEM with several factors mentioned above as endogenous and exogenous variables shows that they have complex and strong relationships.

Comparison of Behavior Patterns between First and Repeated Offenders in Driving While Intoxicated(DWI) (음주운전 초.재범자 특성 비교)

  • Jeong, Cheol-U;Jang, Myeong-Sun
    • Journal of Korean Society of Transportation
    • /
    • v.27 no.3
    • /
    • pp.149-160
    • /
    • 2009
  • The purpose of this study is to comparatively analyse the behavior patterns of the first and the repeated offenders in DWI, and to develope the models of BAC(Blood Alcohol Concentration) by using multiple regression analysis method and a model of repeated DWI conviction by using logistic regression analysis method. The main results are as follows. First, the repeated offenders are more in criminal and traffic accidents records than that of the first offenders. The unlicenced drivers are in higher BAC than licenced drivers. Second, multiple regression model of BAC was developed, and the model revealed that criminal records and driving distance were important factors. Third, a model of repeated DWI conviction was developed, and the model revealed that traffic accidents records, whether or not having licence, and criminal records were most important factors.

A Study on the Fuzzy System for Freeway Incident Duration Analysis (고속도로 사고존속시간 분석을 위한 퍼지시스템에 관한 연구)

  • 최회균
    • Journal of Korean Society of Transportation
    • /
    • v.15 no.4
    • /
    • pp.143-163
    • /
    • 1997
  • Incident management is significant far the traffic management systems. The management of incidents determines the smoothness of freeway operations. The dynamic nature of incidents and the uncertainty associated with them require solutions based on the incident operator's judgment. Fuzz systems attempt to adapt such human expertise and are designed to replicate the decision making capability of on operator. Fuzzy systems process complex traffic information, and transmit it in a simplified, understandable form to human traffic operators. In this study, fuzzy rules were developed based on data from real incidents on Santa Monica Freeway in LosAngeles. The fuzzy rules ail linguistic based, and hence, user-friendly. A comparison of the results from the linguistic model with the real incident durations indicate that the outputs from the model reliably correspond to real incident durations conditions. The model reliably predicts the freeway incident duration. The modes can thus be used as an effective management tool for freeway incident response systems. The approach could be applied to other problems regarding dispatch systems in transportation.

  • PDF

Assessment of Freeway Crash Risk using Probe Vehicle Accelerometer (프로브차량 가속도센서를 이용한 고속도로 교통사고 위험도 평가기법)

  • Park, Jae-Hong;Oh, Cheol;Kang, Kyeong-Pyo
    • International Journal of Highway Engineering
    • /
    • v.13 no.2
    • /
    • pp.49-56
    • /
    • 2011
  • Understanding various casual factors affecting the occurrence of freeway traffic crash is a backbone of deriving effective countermeasures. The first step toward understanding such factors is to identify crash risks on freeways. Unlike existing studies, this study focused on the unsafe vehicle maneuvering that can be detected by in-vehicle sensors. The recent advancement of sensor technologies allows us to gather and analyze detailed microscopic events leading to crash occurrence such as the abrupt change in acceleration. This study used an accelerometer to capture the unsafe events. A set of candidate variables representing unsafe events were derived from analyzing acceleration data obtained by the accelerometer. Then, the crash risk was modeled by the binary logistic regression technique. The probabilistic outcome of crash risk can be provided by the proposed model. An application of the methodology assessing crash risk was presented, and further research items for the successful field implementation were also discussed.

Temporal hierarchical forecasting with an application to traffic accident counts (시간적 계층을 이용한 교통사고 발생건수 예측)

  • Jun, Gwanyoung;Seong, Byeongchan
    • The Korean Journal of Applied Statistics
    • /
    • v.31 no.2
    • /
    • pp.229-239
    • /
    • 2018
  • This paper introduces how to adopt the concept of temporal hierarchies to forecast time series data. Similarly as in hierarchical cross-sectional data, temporal hierarchies can be constructed for any time series data by means of non-overlapping temporal aggregation. Reconciliation forecasts with temporal hierarchies result in more accurate and robust forecasts when compared with the independent base and bottom-up forecasts. As an empirical example, we forecast traffic accident counts with temporal hierarchies and observe that reconciliation forecasts are superior to the base and bottom-up forecasts in terms of forecast accuracy.

Prediction of Rear-end Crash Potential using Vehicle Trajectory Data (차량 주행궤적을 이용한 후미추돌 가능성 예측 모형)

  • Kim, Tae-Jin;O, Cheol;Gang, Gyeong-Pyo
    • Journal of Korean Society of Transportation
    • /
    • v.29 no.3
    • /
    • pp.73-82
    • /
    • 2011
  • Recent advancement in traffic surveillance systems has allowed the researchers to obtain more detailed vehicular movement such as individual vehicle trajectory data. Understanding the characteristics of interactions between leading and following vehicles in the traffic flow stream is a backbone for designing and evaluating more sophisticated traffic and vehicle control strategies. This study proposes a methodology for estimating rear-end crash potential, as a probabilistic measure, in real-time based on the analysis of vehicular movements. The methodology presented in this study consists of three components. The first predicts vehicle position and speed every second using a Kalman filtering technique. The second estimates the probability for the vehicle's trajectory to belong to either 'changing lane' or 'going straight'. A binary logistic regression (BLR) is used to model the lane-changing decision of the subject vehicle. The other component calculates crash probability by employing an exponential decay function that uses time-to-collision (TTC) between the subject vehicle and the front vehicle. The result of this study is expected to be adapted in developing traffic control and information systems, in particular, for crash prevention.

Estimation of Freeway Traffic Accident Rate using Traffic Volume and Trip Length (교통량과 통행길이를 고려한 고속도로 교통사고 예측 연구)

  • Baek, Seung-Geol;Jang, Hyeon-Ho;Gang, Jeong-Gyu
    • Journal of Korean Society of Transportation
    • /
    • v.23 no.2
    • /
    • pp.95-106
    • /
    • 2005
  • Road accidents are considered as the result of a complex interplay between road, vehicle, environments, and human factors. Little study, however, has been carried out on the attributes of human factor compared to the road geometric conditions and traffic conditions. The previous researches focused on mainly both traffic and geometric conditions on specific location. Therefore, it's hard to explain phenomenon of the high traffic accident rates where road and traffic conditions are good. Because of these reasons, accident analysis has contributed on geometric improvement and has not contributed on traffic management such as selection of attention section, driver napping alert, etc. The freeway incident management is also associated with reliable prediction of incident occurrences on freeway sections. This paper presents a method for estimating the effect of trip length on freeway accident rate. A PAR (Potential Accident Ratio), the new concept of accident analysis, considering TLFDs (Trip Length Frequency Distributions) is suggested in this paper. This approach can help to strengthen freeway management and to reduce the likelihood of accidents.

Study on the Proper Separation Distance from Intersection to Bus Stop for Reducing Traffic Accidents (교통사고 감소를 위한 교차로에서 버스정류장간 적정 이격거리 산정 연구)

  • Eom, Daelyoung;Chae, HeeChul;Park, Wonil;Yun, llsoo
    • The Journal of The Korea Institute of Intelligent Transport Systems
    • /
    • v.21 no.2
    • /
    • pp.1-16
    • /
    • 2022
  • The location of the bus stop on urban roads should be installed at a point where it is convenient for users and the impact of bus stops on the traffic flow is minimized. However, the location of the bus stops is determined indiscriminately due to the lack of related research. Therefore, this study developed a traffic accident prediction model and calculated the proper separation distance for the bus stops through an optimization technique. The result of the study indicates that the bus stop can be installed in the form of a mid-block approximately 87 to 166 m away from the intersection in the road section. This result is valid if the number of main road lanes in the road section is 2 to 4 with a level of traffic from 1,000 to 3,000 v/h. In the section with 5 to 6 lanes, it is desirable to install a bus stop close to the intersection by about 42 to 97 m.

A Study on Verification of the effectiveness of Mutually Recognizable Traffic Safety Facilities (상호인식 교통안전시설물 현장적용에 따른 효과검증 연구)

  • Kim, Ki-Nam;Jeong, Yong-Ho;Lee, Min-jae
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.20 no.12
    • /
    • pp.468-474
    • /
    • 2019
  • Korea had the highest accident rate among OECD countries in 2018, with 8.4 per 100,000 population, ranking 4th among 35 countries. In addition, the accident rate of traffic with children and the elderly was also high. This study reviewed the relevant literature and analyzed the traffic-accident analysis system. Customized traffic safety facilities were developed. In addition, by measuring the visibility of the traffic safety facilities by installing a test bed, this study measured the forward driving frequency and vehicle driving speed while driving. As a result of applying the "pedestrian pedestrian model" collision test model, the possibility of serious injury after installing the facility was reduced greatly to 4.6%. In this study, the visibility of traffic safety facilities and the effect of reducing the traffic speed were verified through test beds. Recognizing traffic safety facilities will reduce traffic accidents.