• 한국측량학회지
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• 제25권5호
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• pp.407-414
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• 2007

우리나라는 자동차대국이나, 교통사고발생은 OECD 29개 국가 중 25위로 최하위에 머물러있는 실정이다. 이와 같이 공공교통시설개발사업에 관한 투자평가지침에 의하여 산정해 보면 직접적 경제적 손실이 매우 크게 나타나고 있다. 본 연구는 도로 곡선부에서 발생하는 교통사고를 최소화하기 위하여 정지시거의 기준을 재정립하고자 한다. 이를 위하여 근거리 사진측량을 이용하여 지형의 3차원 모델링을 수행하고, 현재 국내외의 정지시거 기준을 분석하여 이들 기준을 재정립함으로써 안전하고 쾌적한 도로설계 기준을 제시하고자 하였다.

• 조명전기설비학회논문지
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• 제20권10호
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• pp.68-73
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• 2006

접지저항을 측정하는데 있어서 전류전극의 이격거리는 일반적으로 접지전극으로부터 전류전극에 이르기까지의 직선 구간상에서의 전압강하의 변화 곡선에 소위 평탄 구간이 존재하도록 이격하는 것으로 알려져 있다. 그러나 이러한 전류전극 이격 기준의 문제점은 그와 같은 조건을 만족하기에는 현실적으로 곤란한 측정 현장이 있다는 것이다. 이러한 문제의 보완을 위하여 본 논문은 실험적 측정 데이터를 활용, 분석하여 전류전극 이격거리의 최소 규격을 제시하였다. 분석 결과에 의하면 봉상접지에 대하여는 봉 길이의 2배 이상을, 메쉬접지에 대하여는 한 변 길이의 2배 이상 이격하여야 함을 알 수 있다.

• 대한교통학회지
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• 제18권1호
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• pp.35-43
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• 2000

본 연구는 평면곡선부의 자유속도변화와 교통사고에 대한 영향을 분석하기 위해 수행되었으며, 이를 위해 곡선반경별로 진입부 직선도로-곡선부도로-진출부 직선도로로 구분하여 각 차량의 속도를 산출하였다. 평면곡선부의 자유속도변화와 기하구조의 영향을 분석하기 위해 선행차량에 의해 영향을 받지 않는 속도를 이용하였다. 이러한 곡선부에서 주행하는 차량의 자유속도를 통해 곡선반경별 최저속도와 그 속도가 나타나는 위치를 분석하였고, 해당 도로구간의 교통사고자료를 비교·분석하여 평면곡선 내의 속도변화와 교통사고발생간의 관계를 규명하였다 연구 결과는 다음과 같다. 첫째, 운전자들은 곡선시작지점에 도착하기 전에 충분히 속도를 줄이고, 곡선부에서 가장 낮은 속도가 나타나는 위치는 곡선내에서 나타난다. 이는 운전자의 시거에 의한 영향이다 둘째, 곡선부에서의 속도변화폭이 클수록 사고위험성은 크고, 실제 교통사고 발생건수도 높다. 본 연구의 결과를 통해 도로 주행의 안전성을 고려한 평가지표를 개발할 수 있으며, 이는 일관성 있는 도로설계를 이루게 한다.

• 수산해양기술연구
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• 제29권3호
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• pp.177-182
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• 1993

In order to estimate the mesh selectivity master curves and the optimum mesh size, experiments were made by the cover net method with the cod-ends of the five different the opening mesh sizes(51.2mm, 70.2mm, 77.6mm, 88.0mm and 111.3mm). After that 163 hauling were performed and there by investigated, on the training vessel Saebada in the Southern Korean Sea and East China Sea from June 1991 to August 1992. In this report, the mesh selectivity master curves were fitted by using logistic function(S=1/(1+exp super(-(aR+b))), R=(L-L sub(0))/(M-M sub(0)) and the optimum mesh sizes were estimated from each master curve. In this case, a and b are the selection parameters, M is the mesh size of each experimental cod-end. L is body length, L sub(0) and M sub(0) is the distance from the coordinate origine to intersection of linear regression between 25% and 50% selection length. The results obtained are summarized as follows; 1. Trachurus japonicus: Mesh selectivity master curve parameters: a and b were 2. 25, -4.73 respectively and optimum mesh size was estimated to be 79.3mm. 2. Trichiurus lepturus: Mesh selectivity master curve parameters: a and b were 0.81, -3.17 respectively and optimum mesh size was estimated to be 64.5mm. 3. Photololigo edulis: Mesh selectivity master curve parameters: a and b were 1.30m, -4.10 respectively and optimum mesh size was estimated to be 89.9mm. 4. Todarodes pacificus: Mesh selectivity master curve parameters: a and b were 1. 35, -3.45 respectively and optimum mesh size was estimated to be 89.4mm.

• 한국도로학회논문집
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• 제17권5호
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• pp.47-56
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• 2015

PURPOSES: The purpose of this study is to estimate the impact of variable message signage (VMS) on traffic safety as a function of road curve radius using statistical methods. METHODS: In order to analyze the impact of VMS installations on traffic safety, travel speed, lateral distance, and geometric data relating to road curvature in each study area was acquired and analyzed for the impact of providing VMS information on driver performance and traffic safety using statistical methods including student t-test, Mann-Whitney test, and the Anderson-Darling test for estimating traffic safety hazard zone in each lane. RESULTS: As a result of analyzing driver performance characteristics before and after providing VMS information, it was determined that by providing VMS information, mean travel speed is deceased and vehicles are driven with increased precision, following the centerline in the first and second lanes. Also the results of analyzing traffic safety impacts of VMS indicate that traffic safety performance factors in the first lane of the Gapyeong section can, on average, increase in the left and right side of the lane by 19.22% and 68.98%, respectively, and in the case of the second lane, safety impacts, on average, can increase in both sides by 100%. For the Hongcheon section, traffic safety impacts in the first lane, on average, can increase along the left and right sides of the lane by 32.31% and 47.18%, and within the second lane, traffic safety can be increased along the left and right side of the lane by 10.97% and -0.01%, respectively. CONCLUSIONS: Based on the results of this study, the impact on traffic safety obtained by providing VMS information for road sections with smaller curve radii is greater than can be obtained for road sections with larger curve radii.

• 대한전자공학회논문지SP
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• 제46권6호
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• pp.1-15
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• 2009

본 논문에서는 이동 중인 철도차량 제륜자의 두께, 편마모 및 제륜자와 차륜 사이의 거리를 자동으로 측정하는 시스템을 제안한다. 철도차량의 제륜자는 촬영 시스템이 설치된 곳을 지날 때 자동으로 촬영되며, 두께 등을 측정하기 위해 가장 먼저 영상 내에서 제륜자의 위치를 검출한다. 이는 제륜자의 위치가 영상 마다 다르기 때문이며 이를 적응적으로 찾기 위해, 제륜자와 차륜 사이에 나타나는 그림자 영역을 이용한다. 그림자 영역의 경계는 9차 다항식을 통해 모델링되며, 그 영역을 지나는 임의의 곡선 (초기 곡선)은 제약 곡선 피팅 방법을 통해 검출된다. 다음은 검출된 초기 곡선과 명암도 변화 정보를 이용하여 제륜자의 앞과 뒤, 차륜 상의 세 곡선 및 제륜자의 수직면을 지나는 직선을 검출한다. 최종적으로, 앞서 구한 곡선과 직선을 이용하여 제륜자의 두께, 편마모 및 제륜자와 차륜 사이의 거리를 측정한다. 실험에서는 제안된 방법을 실제 선로에서 촬영한 영상에 대해 적용해 보았으며, 그 결과 평균 0.654mm의 두께 측정 오차를 나타내었다.

• 한국멀티미디어학회논문지
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• 제16권11호
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• pp.1261-1271
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• 2013

Zoom tracking involves the automatic adjustment of the focus motor in response to the zoom motor movements for the purpose of keeping an object of interest in focus, and is typically achieved by moving the zoom and focus motors in a zoom lens module so as to follow the so-called "trace curve", which shows the in-focus motor positions versus the zoom motor positions for a specific object distance. Thus, one can simply implement zoom tracking by following the most closest trace curve after all the trace curve data are stored in memory. However, this approach is often prohibitive in practical implementation because of its large memory requirement. Many other zoom tracking methods such as GZT, AZT and etc. have been proposed to avoid large memory requirement but with a deteriorated performance. In this paper, we propose a new zoom tracking method called 'Approximate Feedback Zoom Tracking method (AFZT)' on DM36x-based IP network camera, which does not need large memory by approximating nearby trace curves, but generates better zoom tracking accuracy than GZT or AZT by utilizing focus value as feedback information. Experiments through real implementation shows the proposed zoom tracking method improves the tracking performance and works in real-time.

• 한국세라믹학회지
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• 제33권5호
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• pp.602-615
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• 1996

The purpose of the present study is to investigate the microstructural effect on the R-curve behavior in three aluminas with different grain size distributions by analyzing the bridging stress distribution. The crack opening displacement (COD) according to the distance behind the stationary crack tip was measured using an in situ SEM fracture method. The measured COD values in the fine-grained alumina agreed well with Wiederhorn's sollution while they deviated from Wiederhorn's solution in the two coarse-grained aluminas because of the increase of the crack closure due to the grain interface bridging in the crack wake. A numerical fitting procedure was conducted by the introduction of the power-law relation and the current theoretical model together with the measured COD's in order to obtain the bridging stress distribution. The results indicated that the bridging stress function and the R-curve computed by the current model were consistent with those computed by the power-law relation providing a reliable evidence for the bridging stress analysis of the current model. The strain-softening exponent in the power-law relation n, was calculated to be in the range from 2 to 3 and was closely related to the grain size distribution. Thus it was concluded from the current theoretical model that the grain size distribution affected greatly the bridging stress distribution thereby resulting in the quantitative analysis of microfracture of polycrystalline aluminas through correlating the local-fracture-cont-rolling microstructure.

• 한국공작기계학회논문집
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• 제10권1호
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• pp.133-140
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• 2001

Recently, to assure the integrity of a structural components such as piping pressure vessels and thinning structure, Lamb wave inspection technique has been used in material evaluation. It is very important to select the optimal Lamb wave mode and to analyze the signal accurately because of its unique dispersion properties grnerating several modes within the speci-men. It this study, the feasibility of material evaluation applications using wavelet analysis of Lamb wave has been veir-fied experimentally. These results show as follows; 1)dispersion characteristic of each mode in dispersion curve is demon-strated that A0 mode propagating material surface is useful mode having the lest energy loss and not sensitive to surface condition. 2) it can be detected even the micro defect ($1\times2mm$) fabricated in ultrasonic probe flaw distance (290mm) to axis direction. 3) the wavelet transform which is called "time-frequency analysis" shows the Lamb wave propagation due to the change of materials characterization can be evaluated at each frequency and experimental group velocity of Lamb wave agrees quite well with that of simulated dispersion curve.ion curve.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제15권2호
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• pp.123-135
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• 2011

In this paper, we present arc-length estimations for quadratic rational B$\acute{e}$zier curves using the length of polygon and distance between both end points. Our arc-length estimations coincide with the arc-length of the quadratic rational B$\acute{e}$zier curve exactly when the weight ${\omega}$ is 0, 1 and ${\infty}$. We show that for all ${\omega}$ > 0 our estimations are strictly increasing with respect to ${\omega}$. Moreover, we find the parameter ${\mu}^*$ which makes our estimation coincide with the arc-length of the quadratic rational B$\acute{e}$zier curve when it is a circular arc too. We also show that ${\mu}^*$ has a special limit, which is used for optimal estimation. We present some numerical examples, and the numerical results illustrates that the estimation with the limit value of ${\mu}^*$ is an optimal estimation.