• 한국전자통신학회논문지
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• 제5권1호
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• pp.44-50
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• 2010

무선 센서 네트워크는 다수의 센서 노드로 구성되며, 센서 노드들의 협력 작업을 통해 하나의 공통 작업을 수행한다. WSN 의 트래픽은 주기적인 모니터링 트래픽, 이벤트 발생 트래픽 및 쿼리 기반 트래픽으로 분류된다. 주기적인 트래픽은 발생 빈도는 낮지만, 다수의 센서노드들이 일정한 간격으로 트래픽을 생성하기 때문에 전체 트래픽 관점에서 볼 때 많은 비중을 차지하고 있다. 본 논문에서는 이러한 주기적 트래픽에 대해 에너지 효율적으로 처리하는 네트워크 프로토콜의 트래픽 제어 알고리즘을 제안하고, 이에 대한 성능 분석을 수행한다.

• 한국항공운항학회지
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• 제28권1호
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• pp.22-33
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• 2020

Due to recent increased air traffic,, air traffic controllers in charge of en-route and approach control have faced huge increase in both workload and its intensity. The purpose of this paper is to analyze how much safety culture of air traffic controllers has effect on their complexity mitigation strategies during their duties. It could be expected complexity mitigation improve air traffic flow resulting in enhancing safety eventually. According to empirical analysis against air traffic controllers in civil aviation and air force in South Korea, it was proven safety culture had a statistically positive effect on complex mitigation strategies through safety behavior. In safety culture among air traffic controllers, intrinsic culture had a positive effect on extrinsic value of safety culture. Intrinsic value of safety culture led to air traffic controllers' safety behavior which created work complexity mitigation strategies. Among work complexity mitigation strategies, communication and cooperation was proven to be the most important factor effected by safety culture and behavior. It was implied that enhancing the intrinsic values of safety culture would cause to improve extrinsic safety culture and air traffic controller's work efficiency.

• 대한교통학회지
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• 제36권3호
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• pp.169-183
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• 2018

공격운전은 주변차량 운전자를 위협하며 주행하기 때문에 교통사고 발생 개연성이 높다. 따라서 공격운전의 법제도 마련, 검지, 관리방안 등 대책이 필요하다. 본 연구의 목적은 공격운전의 주행행태가 교통류에 미치는 영향을 분석하였다. Multi-agent 주행 시뮬레이션과 교통류 시뮬레이션 VISSIM을 이용하여 공격운전의 거동을 구현하였다. 교통류 시뮬레이션과 상충분석을 이용하여 공격운전이 교통운영효율성 및 교통안전성 측면에서 교통류에 미치는 영향을 분석하였다. 분석 시나리오는 다양한 교통상황과 공격운전차량 비율을 고려하여 설정하였다. 상충분석 결과 일반적으로 공격운전 주행행태는 교통안전성을 감소시키는 것으로 나타났다. 교통운영효율성 분석결과 흥미로운 점은 서비스 수준 A, B, C 경우 공격운전차량 비율이 증가할수록 평균주행속도가 증가하였다. 이와 반대로 서비스 수준 D와 E인 경우 공격운전차량 비율이 증가할수록 평균주행속도가 감소하였다. 본 연구 결과는 공격운전을 줄이기 위한 교통안전정책 마련 시 기초자료로서 효과적으로 활용될 수 있을 것으로 기대된다.

• Wind and Structures
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• 제20권2호
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• pp.249-274
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• 2015

Long-span cable-stayed bridges exhibit some features which are more critical than typical long span bridges such as geometric and aerodynamic nonlinearities, higher probability of the presence of multiple vehicles on the bridge, and more significant influence of wind loads acting on the ultra high pylon and super long cables. A three-dimensional nonlinear fully-coupled analytical model is developed in this study to improve the dynamic performance prediction of long cable-stayed bridges under combined traffic and wind loads. The modified spectral representation method is introduced to simulate the fluctuating wind field of all the components of the whole bridge simultaneously with high accuracy and efficiency. Then, the aerostatic and aerodynamic wind forces acting on the whole bridge including the bridge deck, pylon, cables and even piers are all derived. The cellular automation method is applied to simulate the stochastic traffic flow which can reflect the real traffic properties on the long span bridge such as lane changing, acceleration, or deceleration. The dynamic interaction between vehicles and the bridge depends on both the geometrical and mechanical relationships between the wheels of vehicles and the contact points on the bridge deck. Nonlinear properties such as geometric nonlinearity and aerodynamic nonlinearity are fully considered. The equations of motion of the coupled wind-traffic-bridge system are derived and solved with a nonlinear separate iteration method which can considerably improve the calculation efficiency. A long cable-stayed bridge, Sutong Bridge across the Yangze River in China, is selected as a numerical example to demonstrate the dynamic interaction of the coupled system. The influences of the whole bridge wind field as well as the geometric and aerodynamic nonlinearities on the responses of the wind-traffic-bridge system are discussed.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2019년도 추계학술대회
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• pp.141-143
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• 2019

VTS(Vessel Traffic Service)는 해양사고의 감소와 항만 시설의 효율적인 이용 측면에서 해상교통의 효율성을 증대한다. 이는 항만 및 수로는 각 수용능력이 있으며, VTS의 적절한 교통 관리를 통해 안전하게 그 수용능력에 맞출 수 있다는 것을 의미한다. 적절한 교통 관리는 선박의 수로 및 항만 내 불필요한 대기를 줄일 수 있으며, 이는 곧 선사나 항만터미널의 경제적 이익으로 이어질 수 있다. 한편, 우리나라 항만이나 수로는 안전을 위한 최고속력의 제한이 있으나 최저속력에 대한 규제는 없다. 그러나 항만 및 수로에서 저속으로 운항하는 선박은 운항 가능한 항로를 장시간 점용할 수 있는 가능성이 있어 효율적인 항만 운영에 방해의 요소가 될 수도 있다. 그러므로 본 연구는 효율적인 항만 및 수로 이용을 위해 선박의 최저속력을 제안하는 것을 목적으로 한다. 이를 위해 현행 법률 및 제도를 검토하고 대기행렬 이론을 이용해 항로 내 적정 최저속력을 제안했다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.1175_1176
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• 2009

In comparison with different mass transportation systems, the streetcar is lower, both in speed and transportation capacity. However, it has the advantage of reducing the cost of construction, because it makes infrastructure simple, by using the road. It is proper in the city, where the population is few, to raise the efficiency of traffic. The convenience is high to passengers. On time accuracy and the commercial speed is influenced by operating condition. Generally that is organized into 21m degree in 6 quantity. All passengers in a streetcar are about 180 people. The maximum speed is 40~60km/h. When road traffic is considered, the speed can be reduced to 15km/h. To enhance the speed, the construction of a priority signaling system is necessary which is integrated with the road traffic operation information system. In order to develop a better Traffic Control System which is connected to a Traffic Control Center, a Priority Signaling System which incorporates Intersection Control Technics must be included.

• 한국항해항만학회지
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• 제34권2호
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• pp.91-95
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• 2010

Recently IMO and IALA have developed the strategy of e-Navigation and the concepts of VTM to enhance the safety, efficiency and security of vessel traffic and protection of the marine environment. And current technical and functional trends require vessel traffic management systems to be improved so as to control vessel traffic not only in waters of harbour area, but also within EEZ waters. Under the consideration of these circumstances, a three-layered vessel traffic management system was proposed in this paper. The proposed system consists of three sub-systems, called Local VTS, Regional VTS and National VTS, and those sub-systems are designed respectively to be suitable for managing vessel traffic within their own jurisdiction waters.

• 산경연구논집
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• 제9권3호
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• pp.7-17
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• 2018

Purpose - The purpose of this paper is to improve last mile delivery capability and ensure customers' satisfaction by approaching an analytic hierarchy process(AHP) and identifying criteria framework to determine locations of last mile delivery centre(LMDC). Research design, data, and methodology - Traffic congestion and emission policy in cities are barriers of last mile delivery in dense areas. The urban consolidation centre(UCC) cannot increase last mile delivery efficiency in dense cities because of their space and traffic limitation. In this paper, we develop a case to improve last mile delivery efficiency and to ensure customers' satisfaction by concentrating on LMDC. In addition, AHP has been applied to identify criteria framework and determine LMDC locations. The weighted priorities are derived from parcel delivery industry experts and have been calculated using Expert Choice software. Results - The framework criteria have assisted decision makers to place LMDC in a dense area to enhance customer's satisfaction with last mile delivery service. Conclusions - AHP has provided ranking framework criteria of LMDC potential for parcel delivery industry. The LMDC helps by improving last mile delivery efficiency to final destination amids conditions of CO₂ emissions, traffic congestion, and pollution problems. It especially concerns delivery service activities when delivering parcels to customers rather than UCC.

• 한국지리정보학회지
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• 제12권3호
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• pp.45-55
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• 2009

본 연구의 목적은 교차로에서 교통류관리의 효율성을 증대시키는 것으로, 연구 결과 신호교차로 에서의 교통류의 효율성을 증대시키기 위해 좌회전 진입허가 lane의 설치를 제안하였다. 연구의 범위는 진입교통신호를 기다리는 차량들이 있는 신호교차로를 선정하여 교통신호현시를 변경함에 따른 신호교차로, 방향 및 신호현시별 교통량(밀도)의 기하학적 구조를 연구하는 것이다. 현 상황과 개선 안 적용시의 방향별 교차로전체의 지체가 비교되었다. 교통분석 패키지인 TSIS(Traffic Software Integrated System)를 사용하여 교차로 교통상황이 분석되었다. 도입가능한 실제 교차로를 조사하여 마산시 석전교차로를 대상으로 시뮬레이션한 결과 비보호로 진입한 방향에서는 지체가 78.6초/대 향상되었으며, 지체가 증가할 것으로 예상되는 방향에서는 4초/대의 증가로 큰 영향을 주지않았다. 즉, 교차로 전체의 대기시간이 개선되었다고 확인할 수 있었다.

• 한국도로학회논문집
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• 제15권3호
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• pp.85-92
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• 2013

PURPOSES: The purpose of this paper is to estimate expected effects on traffic operational and economic aspects of 2+1 roads application in Korea. METHODS : Micro simulation study using VISSIM 5.0 was used to analyze the operation efficiency of 2+1 roads compared to two-lane highways and four-lane highways. Some scenarios for various traffic volumes were set up in order to analyze the effect of 2+1 roads under various traffic situations. Also imaginary road networks were set up for each type of roads. The MOEs to measure the operation efficiency were selected with average travel speed and delay. For analyzing economic effect of 2+1 roads, construction cost of a specific imaginary 2+1 road was compared to construction cost of a four-lane highway with same conditions. RESULTS: The results of study show that a 2+1 road is more effective with 19 percents higher average travel speed and 39 percents lower average delay than a two-lane highway. In the economic analysis, construction costs to construct a 2+1 road are saved as approximately 26.4~40.7 percents when compared to construction of four-lane highway. CONCLUSIONS: It can be concluded that 2+1 roads can improve the traffic operational level of service for two-lane highways and 2+1 roads can be applied as an effective design alternative for higher-volume two-lane highways in Korea.