• Journal of the Korean Society of Marine Environment & Safety
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• v.19 no.2
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• pp.193-199
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• 2013

Course keeping ability of ships under wave are analyzed with wave. The simulation with three degrees of freedom is developed and 3-D source distribution method is applied to get wave force for the simulation. The simulation is conducted with the restriction of maximum rudder angle and time delay of control and regular wave and irregular wave are considered as the source of external forces. Simulations with ships which have different maneuverability with tuned hydrodynamic coefficients are developed to assess the variation of the course keeping ability depending on the ship's maneuvering characteristics. The course Keeping ability is evaluated by comparison of distance while the ships are simulated with autopilot control.

• Journal of Korean Society of Transportation
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• v.19 no.2
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• pp.21-28
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• 2001

This study is to estimate the through car equivalent for left-turn movement according to left turn radius in the signalized intersection. The saturation flow rate for left-turn movement in 92' KHCM(Korea Highway Capacity Manual) is the same as that for through movement in the signalized intersection where the left turn radius is over 20m. This study uses Duncan 'Test's Test in order to find out the saturated position for queued vehicle in the signalized intersection. It found that the saturated flow rate of left-turn movement in the signalized intersection is less than that of through movement where the left-turn radius is less than 20m. It found that the through car equivalents for left-turn movement according to left-turn radius(8m-20m) are between 1.05 and 1.14.

• Journal of the Korean Society of Manufacturing Process Engineers
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• v.6 no.4
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• pp.76-80
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• 2007

Two roll straightener showed the remarkable improvement in straightness betterment of the bar compared with other types of straightener. So, in this study we designed a two-cross straightener curvature for the straightness improvement of a bar and contact sections with respect to the variation of the gap between two-cross roll using nonlinear contact analysis. The Displacement in terms of a intersection angle between roll and bar was predicted on with the effect of a straightness and plastic deformation behaviors of the bar according to the roll drive of a two cross-roll straightener.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2007.10a
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• pp.561-564
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• 2007

In driving a car, u-turn or left turn makes the speed of car decrease considerably or require more waiting time at the cross for the traffic signal to turn green. A more straight path, therefore, is probably faster to arrive at the destination than zig-zaged path with same distance. Previous works related to the path navigation do not consider the straightness of the path. In this paper, we have proposed the path navigation algorithm with turn heuristic for enhancing the straightness of a path. We have implement the proposed algorithm and compared it with a traditional $A^*$ algorithm. The experimental result shows that the degree of the straightness of a path is enhanced by 30% and the navigation distance of a path is deceased by 3.3%.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.11 no.11
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• pp.2072-2077
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• 2007

In driving a car, u-turn or left turn makes the speed of car decrease considerably or require more waiting time at the cross for the traffic signal to turn green. A more straight path, therefore, is probably fester to arrive at the destination than zig-zaged path with same distance. Previous works related to the path navigation do not consider the straightness of the path. In this paper, we have proposed the path navigation algorithm with turn heuristic for enhancing the straightness of a path. We have implement the proposed algorithm and compared it with a traditional $A^*$ algorithm. The experimental result shows that the degree of the straightness of a path is enhanced by 30% and the navigation distance of a path is deceased by 3.3%.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.3 no.3
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• pp.19-26
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• 1983

Through traffic utilization of left turn lane constitutes an unique traffic operation at an intersection. Consequently, due to the provision as of current practice, conventional methods which estimate traffic volume and intersection capacity by lane would not be valid for design of signal timings. Through traffic utilization factor of left turn lane is affected by left turn volume and signal timings. The primary purpose of this study is to compare the results from leading left turn green phasing scheme with those from previously studied lagging left turn green phasing scheme in terms of utilization factor and intersection capacity by various left turn volume and signal timings, and thereby optimum signal timing to maximize the capacity at given left turn volume. Leading left turn green phasing increases capacity by 10~15 % as compared with that for current lagging left turn green phasing scheme. The range of optimum cycle length for left turn volume about 150 vph is 180~200 second. This cycle length range and left turn interval are longer than those for the lagging left turn green phasing scheme.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.217.2-217.2
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• 2005

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 1997.10a
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• pp.283-286
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• 1997

일반적으로 직진 경로를 주행하는 이동로봇의 오차 보정을 위해서는 PI 제어기의 계수 보정이 필요하다. 본 논문에서는 직진 경로를 주행하는 이동로봇의 양쪽 바퀴에서 얻어진 엔코더의 값으로 측정하고, 측정되어진 엔코더의 값을 이용하여 방향과 움직임의 오차를 보정해주는 알고리즘을 PI제어기와 유전알고리즘을 사용하여 최적의 파라미터를 구할 수 있는 방법을 제안하였다.

• Journal of Korean Society of Transportation
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• v.20 no.7
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• pp.31-41
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• 2002

국내의 도로용량편람에 근거한 좌회전 신호의 선택기준은 4방향 접근로 각각의 방향별 교통량, 좌회전 전용차로의 유무, 차로수 등의 수많은 요인들을 통해 결정된다. 이 요인들은 각각의 특성에 따라 좌회전 신호의 선택기준에 미치는 영향력이 다르며 그 영향력의 크기에 따라 변수를 결정해야 한다. 그러나 국내에서 사용되고 있는 대부분의 좌회전 신호의 선택기준은 이러한 검토 없이 해당도로의 한 방향 좌회전 교통량과 이와 마주보며 진행하는 직진 교통량, 차로수만을 기준으로 결정되고 있다. 따라서 본 연구는 국내 도로용량편람의 알고리즘을 이용하여 좌회전 신호의 선택기준에 영향을 주는 주요 요인을 밝히고, 이 결과를 이용하여 임계좌회전 교통량 (비 보호좌회전 신호로 신호교차로의 운영효율을 극대화 할 수 있는 최대 좌회전 교통량)을 제시함으로서 비 보호 좌회전 준거를 설정하고자 하였다. 본 연구에 의한 결과는 다음과 같다. 첫째, 좌회전 신호의 선택기준에 영향을 주는 주요요인은 해당도로의 좌회전 교통량, 대향직진 교통량, 차로수, 교차도로의 교통량과 차로수이며, 이 요인들 중에서 해당도로의 차로수가 좌회전 신호의 선택기준에 가장 큰 영향을 미치는 것으로 분석되었다. 그러나, 비 보호좌회전은 일반적으로 2차로에서 운영되므로 보편적인 상황에서의 비 보호좌회전 신호의 선택기준은 해당도로의 좌회전 교통량. 대향직진 교통량 및 교차도로의 교통량에 좌우된다. 둘째, 대향직진 교통량이 커질수록 임계좌회전 교통량은 감소하는 것으로 분석되었다. 셋째. 교차도로의 교통량이 커질수록 임계좌회전 교통량은 감소하는 것으로 분석되었다.

• Journal of Korean Society of Transportation
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• v.20 no.5
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• pp.23-31
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• 2002

The headway of vehicles entering an intersection is closely related with the saturation flow rate and is a basic parameter required for determining the saturation headway and the start-up lost delay. Since such headway value reflects the drivers' behaviors and features of the intersection, all intersections don't have an equal value, but are affected by number and location of their lanes, changing types, local characteristics and time zone. Accordingly, this study attempted to suggest proper values on the basis of data by investigating headway in lanes. Number of exclusive through lanes was divided into single lane, double lanes and triple lanes, the locations of lanes were divided into inside lane, central lane and outside lane. As a result of investigating the headway, single through lane, double through lanes-inside lane, and triple through lane-outside lane showed as 1.73 sec., 1.71 sec. and 1.93sec., respectively. The result of calculating the area factor of business areas by fixing 1.00 for the residental area and applying relation between headway and saturation flow rate was 0.96. In the case of start-up lost delay lead dual left turn and directional separation were 1.41 sec. and 3.27 sec., respectively, showing the great difference. Therefore, different start-up lost delay according to changing type should be applied.