• 한국측량학회지
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• 제39권6호
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• pp.549-554
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• 2021

정밀한 3차원 도로공간정보는 자율주행을 위한 기본 인프라로 안전한 자율주행을 위한 필수 데이터라 할 수 있다. MMS (Mobile Mapping System)은 도로공간정보 구축을 위한 장비로 활용되고 있으며, 관련 연구가 수행되고 있다. 하지만 MMS를 활용한 성과물의 정확도에 중요한 요인이 되는 기준점 거리가 성과물의 정확도에 미치는 영향을 분석한 연구는 부족한 실정이다. 이에 본 연구에서는 MMS를 이용하여 취득되는 데이터의 기준점 거리별 정확도를 분석하고자 하였다. 연구대상지 도로에 대해 MMS를 이용하여 포인트클라우드 데이터를 구축하였다. 데이터 처리는 MMS 데이터는 기준점과의 거리를 고려하여 4개의 데이터를 구축하였으며, 정확도 평가를 위해 12개의 검사점 성과와 비교하여 정확도를 분석하였다. MMS 데이터의 정확도는 수평방향으로 -0.09m~0.11m, 높이방향으로 0.04m~0.19m의 차이를 나타내었다. 수평방향에 비해 수직방향의 오차가 크게 나타났으며, 기준점과의 거리가 증가함에 따라 정확도가 감소함을 알 수 있었다. 또한 구간의 거리가 길어질수록 기준점과의 거리가 하나의 데이터 셋에서 달라질 수 있기 때문에 추가적인 연구가 필요하며, 향후 여러 개의 기준점을 사용하는 방법에 대한 정확도 평가가 이루어진다면 정밀한 도로공간정보 구축을 위한 효과적인 기준점 활용 방안을 제시할 수 있을 것이다.

• 대한교통학회지
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• 제29권2호
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• pp.71-80
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• 2011

도로를 이용하는 이용자에게 보다 합리적인 정보 제공 및 혼란을 방지할 수 있도록 하기 위해서는 안내지명의 연계성 확보가 중요하다. 본 연구에서는 안내지명의 지역적 특성 및 인지도를 반영한 지역의 중요도를 산출하여 이에 따른 영향권의 공간적 분석을 수행하여 합리적인 영향권을 제시하여 안내지명의 연계성을 확보하기위한 근거를 제시하였다. 안내지명을 선정함에 있어 의사결정 문제를 계층적으로 분석하여 대안을 결정하는 AHP 기법을 적용하여 각 안내지명의 지역적 특성 및 인지도를 반영한 상대적 중요도를 산정하였으며, 이를 이용하여 각 안내지명의 영향권 반경을 달리 설정하는 방법론을 구축하였다. 최종 영향권 반경을 설정하는 기준으로 사용한 효과 척도로서 영향권 중첩면적과 잔여면적의 합을 이용하여 그 값이 최적이 되는 대안을 최종 영향권 반경으로 결정하였다. 그 결과 본 연구에서는 안내지명의 영향권은 안내지명의 중요도에 따라 상이하며 평균적인 영향권의 범위는 중요지 11.4km, 주요지 5.9km로 나타났다.

• 한국정밀공학회지
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• 제16권10호
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• pp.25-34
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• 1999

In this paper, an algorithm is presented to recognize lane and obstacles based on highway road image. The road images obtained by a video camera undergoes a pre-processing that includes filtering, edge detection, and identification of lanes. After this pre-processing, a part of image is grouped into 27 sub-windows and fed into a three-layer feed-forward neural network. The neural network is trained to indicate the road direction and the presence of absence of an obstacle. The proposed algorithm has been tested with the images different from the training images, and demonstrated its efficacy for recognizing lane and obstacles. Based on the test results, it can be said that the algorithm successfully combines the traditional image processing and the neural network principles towards a simpler and more efficient driver warning of assistance system

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2001년도 하계종합학술대회 논문집(5)
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• pp.127-130
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• 2001

In this paper, we describes a method of estimating traveling direction of a autonomous vehicle. For the development of autonomous vehicle, it is important to detect road lane and to reckon traveling direction. The object of a propose algorithm is to perform lane detection in real-time for standalone vision system. And we calculate efficent traveling direction to find steering angie for lateral control system. Therefore autonomous vehicle go forward the center of lane by adjusting the current steering angle using traveling direction.

• 한국군사과학기술학회지
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• 제20권2호
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• pp.231-237
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• 2017

The profile of unpaved road is an important issue in the reliability of endurance test. Efforts on measuring 2D road profile and analyzing the severity have been continued in the study of performing reliable endurance test evaluations through reflecting the results of such measurement and analysis. However, 2D road profile has limitation in measuring the profile in the road width direction because data is obtained along the trailer wheel track. Therefore, in order to measure 3-dimensional shape of road surface and construct severity DB of 3D road profile, Changwon Proving Ground(CPG) of Agency for Defense Development(ADD) developed 3D profilometer which is composed of laser scanner, IMU, GPS, encoder and so on. This paper focuses on the analysis of unpaved road severity using 3D road profile for army operation roads. This results will be used to manage test courses severity of CPG.

• 한국도로학회논문집
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• 제16권6호
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• pp.69-78
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• 2014

PURPOSES : The purpose of this paper is showing that the state of pavement sublayers can be evaluated differently according to direction of FWD. METHODS : The concrete pavement slabs above subgrade without anything, subgrade with cavity, and box culvert were modeled by finite element method(FEM). The modeled pavements were analyzed by changing the direction of falling weight deflectometer(FWD). The deflection results obtained from FEM were used to calculate radius of relative stiffness and composite modulus of subgrade reaction using AREA method. Then, the analyzed results were compared to the results of the test performed at the Korea Expressway Corporation(KEC) test road. RESULTS : The composite modulus of subgrade reaction increased with subgrade elastic modulus, while radius of relative stiffness decreased. The pavement sections of pure earth showed the consistent results regardless of FWD direction. In case there was cavity, the radius of relative stiffness was larger and composite modulus of subgrade reaction was smaller when FWD was leaving the cavity than when approaching the cavity. This pattern became clear when the cavity got larger. In case of the section with box culvert, the pattern was opposite to the case of cavity. When the soil cover depth increased, the effect of box culvert got smaller. When the load was applied far from the cavity and box culvert, the effect was also declined. The test performed at the KEC test road showed identical results to those of finite element analysis. CONCLUSIONS : The direction of FWD should be considered in evaluation of the state of pavement sublayers because it can be evaluated differently even under identical condition.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.51-60
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• 2006

At new constructing national road, a cutting slope was surveyed and gotten face mapping for three months. The slope is composed of gray phyllite and coaly slate which is the Chang-ri Formation, Okcheon system. The slope angle is 40 degree and the direction is NNE. The attitude of schistosity is $260^{\circ}/45^{\circ}$. So the slope direction is nearly parallel to the schistosity. This is the reason that the slope is very unstable. On the other hand, the very unstable slope is caused by the direction of the schistosity and the slope. First month the coaly slate was slided through the schistosity plane about 10cm. However, three months late the displacement was 2m maximum.

• 대한인간공학회지
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• 제26권4호
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• pp.75-83
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• 2007

Why do some countries walk on the right and others on the left? People have a dominant hand which leads to a natural tendency to favor one side of the road or another depending on the means of transportation being used. The primary objective of this study was to investigate the stereotype of Korean regarding preferred walking direction in encountering various facilities and provide the appropriate information to traffic policy makers. Six hundred Korean male and female subjects aging from 12 to 83 were selected to investigate the various statistics about their preferred walking direction and their employment characteristics on walking diverse facilities. The walking directions of eleven different facilities were asked along with other relative subjects' characteristics(e.g., age, gender, hand and foot dominance) to determine the relationship among these obtained data. The descriptive statistics showed that 73.7% and 26.3% were preferred walking right and left direction respectively. Moreover, various statistical analysis revealed that general tendency of walking direction was varied by hand and foot dominances. There were strong tendency that right-handed people prefer walking right side of the road and vise versa, hence this should be considered in setting up traffic policies. As a concluding remark, it is better to design traffic policies and regulations in the way that peoples' preference and expectation.

• Journal of Biosystems Engineering
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• 제33권1호
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• pp.38-44
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• 2008

The freight vehicle is mostly used to transport the fruit. Shock and impact generated by the freight vehicle may give serious damage to fruits hence to reduce the fruits damage, the optimum packaging design during transportation by vehicle is required. In order to design the packaging system for fruit transportation optimally, the comprehension of characteristic for vibration and shock acting on vehicles under various road conditions and loading methods is required. This research was performed to analyze the shock characteristics, acceleration level and power spectral density (PSD) of the fruit transportation vehicles under several travel roads and positions. The vibration signal was measured and analyzed at the transportation vehicle operating on the road of three different surface conditions. The maximum acceleration was measured at the rear-end of the vehicle, and the acceleration in the direction of up-and-down (z-axis) was much greater than those in the directions of back-and-forth (x-axis) or right-and-left (y-axis). The peak acceleration in the direction of up-and-down (z-axis) at the vehicle driving on the expressway, the local road paved with concrete, and unpaved local road were 5.3621 G, 8.232 G, and 14.162 G respectively. PSD at 2.44 Hz showed maximum value at all road conditions. The maximum values of PSD on the expressway, a local road paved with concrete, and unpaved local road were 0.0075222 $G^2/Hz$, 0.058655 $G^2/Hz$, and 0.24598 $G^2/Hz$ respectively. The value of PSD decreased with an increase of the vibration frequency of the transportation vehicle. In most cases, the vibration frequency was below 20 Hz during transportation.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1991년도 하계학술대회 논문집
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• pp.837-840
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• 1991

This paper describes an implementation of road network extraction algorithms for satellite images. We propose a new road network extraction algorithm which uses magnitude and direction information of edges. The results of applying the proposed algorithm to satellite images are presented and compared with those of other algorithms.