• 한국정보통신학회논문지
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• 제13권10호
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• pp.1987-1996
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• 2009

최근 들어 기존의 녹색 바탕의 차량 번호판에서, 흰색 바탕의 신 차량 번호판으로 교체되고 있다. 하지만, 아직 기존의 차량 번호판이 신 차량 번호판으로 전면 교체 되지 않아 두 번호판 모두 사용되고 있기 때문에 주차 관리 시스템, 속도위반, 신호 위반 등 무인 카메라를 이용한 시스템에서, 기존 차량 번호판과 신 차량 번호판 특징에 맞는 인식 시스템이 요구된다. 따라서 본 논문에서는 이러한 문제를 해결하기 위해 기존의 녹색 번호판과 흰색 번호판 모두를 추출하고 인식 할 수 있는 알고리즘에 관한 연구를 수행하였다. 다양한 환경 에서 획득한 차량 영상으로부터 번호판 영역을 추출하기 위하여 형태학적 특징을 이용하였고, 추출된 번호판 영역의 수평, 수직 히스토그램과 문자의 상대적 위치 정보를 이용하여, 문자를 분리하였다. 최종적으로, 분리된 문자를 인식하기 위해 주성분 분석법(PCA : Principal Component Analysis)과 선형 판별 분석법(LDA : Linear Discriminant Analysis)을 적용하여 인식 시스템을 구성하였다. 실험 결과, 불규칙한 조명 상태에서도 상대적으로 높은 추출률과 문자 인식률을 나타내었다.

• 한국대기환경학회지
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• 제29권6호
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• pp.745-756
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• 2013

The purpose of this study is to evaluate representativeness of fuel-based emission factors. Twelve light-duty diesel vehicles which meet Euro-3 to 5 legislative emission limits were selected for emission tests. Second-by-second modal emission rates of vehicles were measured on a standard laboratory chassis dynamometer system. An off-cycle driving cycle was developed as a representative Korean real-world on-road driving cycle. Fuel-based emission factors were developed for short trip segments that involved in the selected driving cycle. Each segment was defined to have unit travel distance, which is 1 km, and characterized by its average speed and Relative Positive Acceleration (RPA). Fuel-based $NO_x$ emission factors demonstrate relatively good representativeness in terms of vehicle operation conditions. $NO_x$ emission factors are estimated to be within ${\pm}20%$ of area-wide emission factor under more than 40% of total driving situations. This result implies that the fuel-based $NO_x$ emission factor could be practically implemented into the on-road emission management strategies, such as a remote sensing device (RSD). High emitting vehicles as well as high emitting operating conditions heavily affect on the mean values and distributions of CO and THC emission factors. Few high emitting conditions are pulling up the mean value and biasing the distributions, which weaken representativeness of fuel-based CO and THC emission factors.

• Structural Engineering and Mechanics
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• 제75권4호
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• pp.497-506
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• 2020

CA mortar layer disengagement will give rise to the overall structural changes of the track and variation in the vibration form of the ballastless track. By establishing a vehicle-track-viaduct coupling analysis and calculation model, it is possible to analyze the CRTS-I type track structure vibration response while the track slab is disengaging with the power flow evaluation method, to compare the two disengaging types, namely partial contact loss at one edge beneath track slab and partial contact loss at midpoint beneath track slab. It can also study how the length of disengaging influences the track structures vibration power. It is showed that when the partial contact loss beneath track slab, and the relative vibration energy level between the rail and the track slab increases significantly within [10, 200]Hz with the same disengaging length, the partial contact loss at one edge beneath track slab has more prominent influence on the vibration power than the partial contact loss at midpoint beneath track slab. With the increase of disengaging length, the relative vibration energy level of the track slab grows sharply, but it will change significantly when it reaches 1.56 m. Little effect will be caused by the relative vibration energy level of the viaduct. The partial contact loss beneath the track slab will cause more power distribution and transmission between the trail and track slab, and will then affect the service life of the rail and track slab.

• Structural Engineering and Mechanics
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• 제71권4호
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• pp.391-405
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• 2019

Compared to the ambient vibration test mainly identifying the structural modal parameters, such as frequency, damping and mode shapes, the impact testing, which benefits from measuring both impacting forces and structural responses, has the merit to identify not only the structural modal parameters but also more detailed structural parameters, in particular flexibility. However, in traditional impact tests, an impacting hammer or artificial excitation device is employed, which restricts the efficiency of tests on various bridge structures. To resolve this problem, we propose a new method whereby a moving vehicle is taken as a continuous exciter and develop a corresponding flexibility identification theory, in which the continuous wheel forces induced by the moving vehicle is considered as structural input and the acceleration response of the bridge as the output, thus a structural flexibility matrix can be identified and then structural deflections of the bridge under arbitrary static loads can be predicted. The proposed method is more convenient, time-saving and cost-effective compared with traditional impact tests. However, because the proposed test produces a spatially continuous force while classical impact forces are spatially discrete, a new flexibility identification theory is required, and a novel structural identification method involving with equivalent load distribution, the enhanced Frequency Response Function (eFRFs) construction and modal scaling factor identification is proposed to make use of the continuous excitation force to identify the basic modal parameters as well as the structural flexibility. Laboratory and numerical examples are given, which validate the effectiveness of the proposed method. Furthermore, parametric analysis including road roughness, vehicle speed, vehicle weight, vehicle's stiffness and damping are conducted and the results obtained demonstrate that the developed method has strong robustness except that the relative error increases with the increase of measurement noise.

• International Journal of Aeronautical and Space Sciences
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• 제18권4호
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• pp.623-640
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• 2017

The full nonlinear equations of an unmanned aerial vehicle ground taxiing mathematical dynamic model are built based on a type of unmanned aerial vehicle data in LMS Virtual.Lab Motion. The flexible landing gear model is considered to make the aircraft ground motion more accurate. The electric braking control system is established in MATLAB/Simulink and the experiment of it verifies that the electric braking model with the pressure sensor is fitted well with the actual braking mechanism and it ensures the braking response speediness. The direction rectification control law combining the differential brake and the rudder with 30% anti-skid brake is built to improve the directional stability. Two other rectifying control laws are demonstrated to compare with the designed control law to verify that the designed control is of high directional stability and high braking efficiency. The lateral displacement increases by 445.45% with poor rectification performance under the only rudder rectifying control relative to the designed control law. The braking distance rises by 36m and the braking frequency increases by 85.71% under the control law without anti-skid brake. Different landing conditions are simulated to verify the good robustness of the designed rectifying control.

• 대한토목학회논문집
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• 제34권2호
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• pp.627-635
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• 2014

현재 도로상에서의 최고속도제한은 교통 혼잡이나 기상변화에 대처하기 힘들기 때문에 교통사고를 유발하는 요인이 될 수 있다. 물론 도로교통법에 따르면 악천후 시 20~50% 속도를 감속시켜야 하지만 운전자들의 판단에 맡겨야 하는 어려움이 있고, 감속하는 차량과 하지 않는 차량들간의 상대속도가 달라져서 주행환경과 안전에 큰 영향을 끼친다. 따라서 가변속도제어는 도로상의 운전자들에게 적절한 최고속도제한을 지정해 줌으로서 운전자들이 악천후 시에 감속된 속도로 달리게 하여 사고를 미연에 방지하거나 사고피해 심각도를 낮출 수 있을 거라 예상된다. 본 연구의 목적은 교통사고가 잦은 부산광역시의 연속류(도시고속도로)를 중심으로 적절한 구간에서 가변속도제어가 실시될 수 있도록 교통사고의 특성을 분석하여 사고 심각도를 조사하였다. 그리고 도시고속도로의 기하구조상 많은 곡선부 환경을 가지고 있으므로 평면 곡선부 지점을 건조한 노면과 젖은 노면을 비교 시뮬레이션 해봄으로써 비에 젖은 노면일수록 속도에 따른 사고위험이 크다는 결과를 얻었다. 이러한 결과를 토대로 먼저 도시고속도로에서 기본구간, 터널부근, 램프부근, 요금소 부근, 진 출입부 등 다양한 요인을 고려한 뒤 속도감소가 필요한 구간에서 우선 실시하여 운전자들의 참여의식과 필요성을 인식시키고 향후 도시고속도로 전 구간에 설치 및 운영이 확대되어야 할 것으로 판단된다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.277-282
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• 2006

Road traffic noise is not produced by any one factor rather occurs as a composition of various factors. Its occurrence is made by running engine noise, tire frictional, and exhaust noise etc. The quality of the noise depends on the size of the vehicles, rotation and engine speed, vehicle load, package state of the road and incline etc. The occurrence of noise level of heavy trucks appears louder than smaller vehicles and the noise levels produced differs according to speed and load etc between similar size vehicles. Other factors such as traffic density, average speed, mixing rate of heavy vehicles, and the distance between vehicles also generate road traffic noise. In this paper we examine 2, 4, and 6-lane roads in Jeonju. Consequently, this study examined the means used to measure road traffic noise. It was found that when there is a large traffic density and the average velocity is below 70 km/hr, the noise level could receive a relative proper value by the current measuring means. But in the case of night-time, it was found that the current measuring method is inapposite.

• 한국소음진동공학회논문집
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• 제17권3호
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• pp.274-281
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• 2007

Road traffic noise is not produced by any one factor rather it occurs as a composition of various factors. Its occurrence is made by running engine noise, tire frictional, and exhaust noise etc. The quality of the noise depends on the size of the vehicles, rotation and engine speed, vehicle load, package state of the road and incline etc. The occurrence of any noise level of heavy trucks appears louder than smaller vehicles and the noise levels produced differs according to speed and load etc between similar size vehicles. Other factors such as traffic density, average speed, mixing rate of heavy vehicles, and the distance between vehicles also generate road traffic noise. In this paper we examine 2, 4, and 6-lane roads in Jeonju. Consequently, this study examines the means used to measure road traffic noise. It was found that when there is a large traffic density and the average velocity is below 70 km/h, the noise level could receive a relative proper value by the current measuring means. But in the case of night-time, it was found that the current measuring method is inapposite.

• 한국항공우주학회지
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• 제36권3호
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• pp.238-243
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• 2008

최근에 들어 이동하는 운송체의 외부에서 발생하는 소음의 위치를 판별하는 몇가지 방법들이 개발되었고, 운송체의 저소음화 설계과정에 적용되어 지고 있다. 빔형성법은 여러개의 마이크로폰으로부터 측정된 신호의 위상차를 이용하여 소음원의 위치를 판정하는 기법으로서 비교적 복잡한 환경하에서도 좋은 결과를 얻을 수 있는 기법으로 확인되고 있다. 본 연구에서는 빔형성법을 적용하여 승용차가 주행할 때 발생하는 소음원의 위치를 판별하는 연구를 수행하였다. 정지된 소음원의 경우와는 달리 이동하는 소음원의 경우는 도플러 효과에 의하여 측정된 신호가 변형되는데, 운송체의 움직이는 속도와 마이크로폰들과의 상대적 거리차를 이용하여 보정해주는 방법을 적용하였다. 움직이는 운송체에서 발생되는 소음원은 여러 가지로 분류될 수 있는데, 본 실험에서 수행된 조건하에서는 이중 타이어 소음과 엔진에서 발생하는 소음이 가장 큰 것으로 측정되었다.

• 한국ITS학회 논문지
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• 제14권6호
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• pp.14-20
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• 2015

국토교통부는 2020년까지 수송부문 온실가스 배출량의 감축목표를 34.3%로 설정하였다. 목표달성을 위해 에코드라이빙 교육 및 정보를 제공하고 있으나 배출량 감축효과가 미비하다. 따라서 본 연구는 연료 효율적인 최적주행전략 모형의 개발을 목적으로 하였다. 종단경사도 및 길이가 다양한 도로지형을 생성하고 주행모드를 바탕으로 하는 시나리오별 속도 프로파일을 Comprehensive Modal Emission Model에 적용하여 연료소모량을 산정하였다. 연료소모량이 최소가 되는 시나리오와 속도변화량을 도출하였다. 도출된 시나리오와 속도변화량을 기반으로 최적주행전략 모형을 개발하였다. 개발된 모형을 검증하고자 실차테스트를 수행하여 일반 운전자의 속도 데이터를 수집하였다. 개발된 모형에 의해 생성된 속도 프로파일과 일반운전에 생성된 속도 프로파일을 분석하고 각각 연료소모량을 산정하였다. 최적주행 시 소모된 연료소모량이 일반운전보다 평균 11.8% 감축하는 것으로 분석되었다.