• 대한토목학회논문집
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• 제30권1D호
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• pp.17-25
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• 2010

우리나라는 지난 반세기 동안 급격한 경제적 성장을 기반으로 자동차의 급격한 증가로 인해 가장 오랜 세월동안 인간에게 있어서 이동을 위한 중요 교통수단이었던 보행(步行)이 자동차 통행에 밀려 그 중요성이 부각되지 못하고 있다. 이로 인해 보행은 하나의 교통수단으로 생각하지도 않고, 인간이 기본적으로 가져야 할 보행이 권리로써의 인식조차도 희박해져가고 있다. 따라서 본 연구는 자동차의 증가로 인해 보행권이 약화되는 현상에 대한 문제점을 제기하고, 교통안전부분에서 앞서가는 해외 일부 국가의 보행권 강화 정책을 살펴본 후, 현재 우리나라 보행자들의 보행환경에 대한 만족도와 보행권 강화를 위한 주민들의 의견을 반영한 해외의 보행안전 대책의 도입을 위한 제도적 장치를 제시하고자 한다. 본 연구의 성과를 정리하면, 첫째, 안심하고 보행할 수 있도록 보행자들의 보행의 자유를 보장하고, 둘째, 안전하고 편리한 보행이 이루어 질 수 있는 보행환경의 정비방법의 모색과 해외의 보행권 강화대책 중 우리나라의 실정에 잘 맞고, 보행자 보행안전을 향상시킬 수 있으며, 현재 보행자들이 우선적으로 희망하는 실용적인 대책이 무엇인지를 GAP 분석과 구조방정식을 통해 분석하였다. 셋째, 선별된 대책의 시행이라는 가정 하에 보행자들의 만족도를 분석하여 추후 정책선정에 기초적인 자료를 제공할 수 있었다.

• 대한토목학회논문집
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• 제31권2D호
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• pp.217-225
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• 2011

현재 우리나라는 자동차 보유대수가 지속적으로 증가함에 따라 교통 혼잡 문제와 환경 문제가 심각한 실정이다. 환경적으로 지속가능한 교통과 녹색 교통수단에 대한 관심이 증대되면서 최근 정부는 자전거이용 활성화 정책을 추진하고 있다. 이에 맞추어 자전거 이용자들이 느끼는 서비스수준을 분석할 수 있는 모형의 개발이 요망된다. 본 연구에서는 자전거도로 이용자들에 영향을 미치는 인자들 중 퍼지적 성격을 지닌 자전거도로 폭, 대면횟수, 보행자 교통량을 선택하여 자전거도로 서비스수준 분석을 위한 ANFIS 모형을 구축하였다. 이렇게 구축된 모형의 예측력은 실측치와 추론치를 비교함으로써 평가하였다. 결정계수 $R^2$와 오차 및 분산정도를 나타내는 척도인 평균절대오차(MAE)와 평균제곱근오차(MSE)가 각각 0.987, 0.142, 0.032로 나타났으며, 모형의 설명력이 높은 것으로 평가된다. 본 연구에서의 자전거도로 서비스수준이 KHCM에 의한 평가치보다 1~3단계 낮게 나타났다. 이는 본 연구에서 추정 된 서비스수준이 보행자 교통량 이외에 자전거도로 폭과 대면횟수를 고려한 이용자가 느끼는 만족도에 기초하여 서비스수준을 도출하였기 때문으로 판단된다.

• 한국항만학회지
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• 제13권1호
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• pp.101-112
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• 1999

Traffic accidents increase with the increase of the vehicles in operation on the street. Especially big traffic accidents composed of over 3 killed or 20 injured accidents with the property damage become one of the serious problems to be solved in most of the cities. The purpose of this study is to build the discrimination model on big traffic accidents using the Quantification II theory for establishing the countermeasures to reduce the big traffic accidents. The results are summarized as follows. 1)The existing traffic accident related model could not explain the phenomena of the current traffic accident appropriately. 2) Based on the big traffic accident types vehicle-vehicle, vehicle-alone, vehicle-pedestrian and vehicle-train accident rates 73%, 20.5% 5.6% and two cases respectively. Based on the law violation types safety driving non-fulfillment center line invasion excess speed and signal disobedience were 48.8%, 38.1% 2.8% and 2.8% respectively. 3) Based on the law violation types major factors in big traffic accidents were road and environment, human, and vehicle in order. Those factors were vehicle, road and environment, and human in order based on types of injured driver’s death. 4) Based on the law violation types total hitting and correlation rates of the model were 53.57% and 0.97853. Based on the types of injured driver’s death total hitting and correlation rates of the model were also 71.4% and 0.59583.

• International Journal of Advanced Culture Technology
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• 제10권2호
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• pp.300-306
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• 2022

Currently, Korea is building traffic infrastructure using Intelligent Transport Systems (ITS), but the pedestrian traffic accident rate is very high. The purpose of this paper is to prevent the risk of traffic accidents by jaywalking pedestrians. The development of this study aims to detect pedestrians who trespass using the public data set provided by the Artificial Intelligence Hub (AIHub). The data set uses training data: 673,150 pieces and validation data: 131,385 pieces, and the types include snow, rain, fog, etc., and there is a total of 7 types including passenger cars, small buses, large buses, trucks, large trailers, motorcycles, and pedestrians. has a class format of Learning is carried out using YOLOv5 as an implementation model, and as an object detection and edge detection method of an input image, a canny edge model is applied to classify and visualize human objects within the detected road boundary range. In this study, it was designed and implemented to detect pedestrians using the deep learning-based YOLOv5 model. As the final result, the mAP 0.5 showed a real-time detection rate of 61% and 114.9 fps at 338 epochs using the YOLOv5 model.

• 한국안전학회지
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• 제25권3호
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• pp.131-136
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• 2010

This study deals with the accident models of arterial link sections by vehicle type. The objectives are to analyze the characteristics of accidents, and to develop the models by type. In pursuing the above, this study uses the data of 414 accidents occurred on 24 major arterial links in 2007. The main results analyzed are as follows. First, the number of accidents is analyzed to account for about 47% in passenger car, 15% in SUV and 10% in trucks. Second, 3 Poisson regression models which are all statistically significant are developed using passenger car, SUV and truck as dependant variables. Finally, AADT and the number of traffic islands as common variables, and the number of pedestrian crossings, lanes, connecting roads, intersections(4-Leg), rate of medians and the number of bus stops as specific variables of the models are selected.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1475-1480
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• 2007

Numerical analysis has been conducted to simulate pedestrian flow in the model of two-storied subway station. Because almost all the subway stations are two or three storied structure, simulations are conducted for the passengers those who get off the train and pass the wicket. Passenger flow analysis is very important factor to design the station and also to manage the operation of subway system. In the subway station, pedestrians move to the horizontal directions as well as vertical ones. Therefore, to consider the movement of pedestrians is necessary for the guarantee of safety and conveniency. As the up and down floors are connected with step, escalator and elevator, the entire movements in the multi-storied station should be simulated as like a 3-dimensional flow. Numerical schemes for the directional sweeping are developed to prevent the dependency on physical structure of station and to determine primary direction and secondary one. By using the developed program, we compared the simulation results of the effects of the location and size of exit and elapsed time.

• 한국감성과학회:학술대회논문집
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• 한국감성과학회 2008년도 추계학술대회
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• pp.5-8
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• 2008

This study proposed the Knowledge Base Building method reflecting the user's preferences based on the fuzzy set theory to develop information contents which support pedestrian's navigation. This research evaluated subject's preferences on the commercial spaces set to the hypothetical destination. Also it surveyed the causal relationship between the visual characteristics and the emotional characteristics to propose the methods of Navigation Knowledge Base (NKB). The NKB was composed by three elements; 1.the correlation model between emotional characteristics, 2.the causal relationship between visual characteristics and emotional characteristics, 3.the transformation model between visual characteristics and the physical characteristics.

• 한국안전학회지
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• 제25권6호
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• pp.197-202
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• 2010

This study deals with the accident models of arterial link sections by driving type. The objectives is to develop models by driving type using the accident data of 24 arterial links in Cheong-ju. In pursuing the above, this study gives particular emphasis to modeling such the accidents as the straight, lane change and others. The main results analyzed are as follows. First, the number of accidents is analyzed to account for about 59% in straight, 31% in lane change and 10% in others. Second, the number of left-turn lane as common variables, and the ADT, number of pedestrian crossings, connecting roads and link length as specific variables are selected in developing models(number of accident and EPDO). Third, 8 models which are all statistically significant are developed. Finally, RMSE of the driving type models was analyzed to be better than that of dummy variable.

• 대한산업공학회지
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• 제29권2호
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• pp.135-144
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• 2003

Traffic performance in a microcellular system is much more affected by cell dwell time and channel holding time in each cell. Cell dwell time of a call is characterized by its mobility pattern, i.e., stochastic changes of moving speed and direction. Cell dwell time provides important information for other analyses on traffic performance such as channel holding time, handover rate, and the average number of handovers per call. In the next generation mobile communication system, the cell size is expected to be much smaller than that of current one to accommodate the increase of user demand and to achieve high bandwidth utilization. As the cell size gets small, traffic performance is much more affected by variable mobility of users, especially by that of pedestrians. In previous work, analytical models are based on simple probability models. They provide sufficient accuracy in a simple second-generation cellular system. However, the role of them is becoming invalid in a picocellular environment where there are rapid change of network traffic conditions and highly random mobility of pedestrians. Unlike in previous work, we propose an improved probability model evolved from so-called Random walk model in order to mathematically formulate variable mobility of pedestrians and analyze the traffic performance. With our model, we can figure out variable characteristics of pedestrian mobility with stochastic correlation. The above-mentioned traffic performance measures are analyzed using our model.

• 한국도로학회논문집
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• 제14권4호
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• pp.83-91
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• 2012

PURPOSES : This study deals with Rotary by Accident Occurrence Location. The purpose of this study is to develop the accident models of rotary by location. METHODS : In pursuing the above, this study gives particular attentions to developing the appropriate models using multiple linear, Poisson and negative binomial regression models and statistical analysis tools. RESULTS : First, four multiple linear regression models which are statistically significant(their $R^2$ values are 0.781, 0.300, 0.784 and 0.644 respectively) are developed, and four Poisson regression models which are statistically significant(their ${\rho}^2$ values are 0.407, 0.306, 0.378 and 0.366 respectively) are developed. Second, the test results of fitness using RMSE, %RMSE, MPB and MAD show that Poisson regression model in the case of circulatory roadway, pedestrian crossing and others and multiple linear regression model in the case of entry/exit sections are appropriate to the given data. Finally, the common variable that affects to the accident is adopted to be traffic volume. CONCLUSIONS : 8 models which are all statistically significant are developed, and the common and specific variables that are related to the models are derived.