• 한국광학회지
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• 제11권3호
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• pp.179-186
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• 2000

초고속정보통신망을 구성하는 교환기(ATM system)과 전송부문(B-NT(Broadband Network Termination) system, 10G 전송system 등)에 사용할 수 있는 155Mbps 수동 광정렬 방식의 광수신 모듈의 광결합 효율과 정렬오차 허용도를 게산하고 이를 적용한 엔지니어링 샘플로부터 이론치 비교와 flat-광섬유를 이용한 butt 커플링 패키지 방법으로 최대 -4.5dBm 광출력을 갖는 광송신기 제작 및 신뢰성 검사로 값싼 광송신기 제작에 대하여 알아보았다.

• 한국정보처리학회논문지
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• 제4권6호
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• pp.1589-1600
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• 1997

광케이블에 의한 가입자 엑세스 망의 구성은 투자비면에서 볼 때 40~50% 이상의 많은 비용이 소요되는 부분으로 이 분야의 최적화는 광대역 종합정보통신망 구축의 핵심 분야이다. 따라서 선진 각국에서는 이에 대한 연구를 활발히 진행하고 있다. 그러므로 본 논문에서는 가장 보편적으로 이용될 수 있는 이중 성형 구조의 광가입자 엑세스 망 구조 중 HFC, ATM-PON/FTTC 그리고 Super PON 구조를 가지고 경제성 분석을 하였다. 경제성 분석을 위한 비교인자로는 투자비, 유지 보수비, 내용 년수 및 잔존가 등 광가입자 엑세스 망을 구축하기 위해 소요되는 여러가지 장비들을 선택하여 정적 비교 분석법을 TITAN 모델에 적용시켜 소요비용을 산출한 결과 ATM-PON/FTTC 구조가 가장 경제적인 구조로 판명되었다. 이것은 통신망 사업자의 가입자망 구조 결정시에 가이드 라인이 될 수 있다.

• 터널과지하공간
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• 제13권6호
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• pp.434-443
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• 2003

본 연구에서는 비서형 모델에 적용 가능한 역전파 알고리즘을 이용하여 도로터널에서 발생하는 오염물질을 예측하기 위한 인공신경망을 개발하였다. 도로 터널에서 중요시되는 오염인자는 CO농도와 가시도이므로, 인공신경망의 구성을 각각의 독립적인 네트워크로서 구성하였다. 사용한 입력데이터는 영동고속도로에 위치한 종류식 환기 방식을 채택한 일방향 2차선 도로 터널 2개소에서 실측한 데이터를 사용하였다. 예측치와 실측치를 비교할 때 인공신경망의 학습도는 약 95%의 정확성을 보이는 것으로 나타났다. 분석결과 개발된 인공신경망에 의한 결과는 PIARC 방식에 의한 계산치 보다 약 5배 정도의 정확성을 보였다. 특히 주행속도가 낮을 경우 더 높은 정확도를 나타낼 것으로 기대 되었다.

• 한국도로학회논문집
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• 제14권4호
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• pp.163-173
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• 2012

PURPOSES : The purpose of this study is to check the possibilities of traffic pattern analysis using MatSIM for urban road network operation in incident case. METHODS : One of the stochastic dynamic models is MatSIM. MatSIM is a transportation simulation tool based on stochastic dynamic model and activity based model. It is an open source software developed by IVT, ETH zurich, Switzerland. In MatSIM, various scenario comparison analyses are possible and analyses results are expressed using the visualizer which shows individual vehicle movements and traffic patterns. In this study, trip distribution in 24-hour, traffic volume, and travel speed using MatSIM are similar to those of measured values. Therefore, results of MatSIM are reasonable comparing with measured values. Traffic patterns are changed according to incident from change of individual behavior. RESULTS : The simulation results and the actual measured values are similar. The simulation results show reasonable ranges which can be used for traffic pattern analysis. CONCLUSIONS : The change of traffic pattern including trip distribution, traffic volumes and speeds according to various incident scenarios can be used for traffic control policy decision to provide effective operation of urban road network.

• 대한교통학회:학술대회논문집
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• 대한교통학회 1995년도 한-중 국제학술회의 발표논문
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• pp.51-59
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• 1995

본문재이달성진해금후도시객운교통적발전응주족우대용량、쾌원환유궤지공신적기출 진,종분석,해기유철로추뉴선재성시범권내적력장포국화현실공능유충,탐계료철로추뉴선재학보상항대외대교통주요공능적전제하,위괄응본해도시교통발전적수요,여하통과알 잠개조,재객경,밀집、류향매녕、원정교장적지구,장부분기유지면철로선개조성고가유궤 성시쾌속전혹,절실퇴해승차난적모순,촉진도시교통향현대화방향발전작출핵만.

• International Journal of Concrete Structures and Materials
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• 제2권2호
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• pp.91-98
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• 2008

Curved bridges are important components of a highway transportation network for connecting local roads and highways, but very few data have been collected in terms of their field performance. This paper presents two-years monitoring and system identification results of a curved concrete box-girder bridge, the West St. On-Ramp, under ambient traffic excitations. The authors permanently installed accelerometers on the bridge from the beginning of the bridge life. From the ambient vibration data sets collected over the two years, the element stiffness correction factors for the columns, the girder, and boundary springs were identified using the back-propagation neural network. The results showed that the element stiffness values were nearly 10% different from the initial design values. It was also observed that the traffic conditions heavily influence the dynamic characteristics of this curved bridge. Furthermore, a probability distribution model of the element stiffness was established for long-term monitoring and analysis of the bridge stiffness change.

• 대한교통학회:학술대회논문집
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• 대한교통학회 2003년도 제43회 학술발표회논문집
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• pp.127-150
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• 2003

This research presents a novel application of static traffic assignment methods, but with a variable time value, for estimating the market share of a high-speed rail (HSR) in the NW-SE corridor of Korea which is currently served by the airline (AR), conventional rail (CR), and highway (HWY) modes. The proposed model employs the time-space network structure to capture the interrelations among all competing transportation modes, and to reflect their supply- and demand-sides constraints as well as interactions through properly formulated link-node structures. The embedded cost function for each network link offers the flexibility for incorporating all associated factors, such as travel time and fare, in the model computation, and enables the use of a distribution rather than a constant to represent the time-value variation among all transportation mode users. To realistically capture the tripmakers' value-of-time (VOT) along the target area, a novel method for VOT calibration has been developed with aggregate demand information and key system performance data from the target area. Under the assumption that intercity tripmakers often have nearly "perfect" travel information, one can solve the market share of each mode after operations of HSR for each O-D pair under the time-dependent demand with state-of-the-art traffic assignment. Aside from estimating new market share, this paper also investigated the impacts of HSR on other existing transportation modes.

• 한국도로학회논문집
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• 제15권5호
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• pp.145-156
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• 2013

PURPOSES : This research is a study on the changes in the road network of the surrounding area is installed according to the Kiss & Ride Zone. METHODS : Estimating the transportation mode of students by using the Metropolitan household Surveys(2006) and estimating the O/D by Kiss & Ride ratio with the estimated data, then being applied to a method of reducing the number of lanes for certain sections of the road which would be installed with Kiss & Ride Zone. RESULTS : The reason why it is different for delay resolving time and the affected roads as the Kiss & Ride percentage change, was the impact of the Kiss & Ride Zone's installation position. CONCLUSIONS : The purpose of the study was to analyze the impact of the road network in accordance with the installation of Kiss & Ride Zone by using speed and queue delay resolving time, and it is a need to develop a quantitative evaluation technique which was using various indicators in impact analysis according to the installation of the traffic safety facilities in the future.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제13권7호
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• pp.3369-3385
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• 2019

There are various research challenges in vehicular ad hoc networks (VANETs) that need to be focused until an extensive deployment of it becomes conceivable. Design and development of a scalable routing algorithm for VANETs is one of the critical issue due to frequent path disruptions caused by the vehicle's mobility. This study aims to provide a novel road-aware routing protocol for vehicular networks named as Two-level hierarchical Hybrid Road-Aware (THERA) routing for vehicular ad hoc networks. The proposed protocol is designed explicitly for inter-vehicle communication. In THERA, roads are distributed into non-overlapping road segments to reduce the routing overhead. Unlike other protocols, discovery process does not flood the network with packet broadcasts. Instead, THERA uses the concept of Gateway Vehicles (GV) for the discovery process. In addition, a route between source and destination is flexible to changing topology, as THERA only requires road segment ID and destination ID for the communication. Furthermore, Road-Aware routing reduces the traffic congestion, bypasses the single point of failure, and facilitates the network management. Finally yet importantly, this paper also proposes a probabilistical model to estimate a path duration for each road segment using the highway mobility model. The flexibility of the proposed protocol is evaluated by performing extensive simulations in NS3. We have used SUMO simulator to generate real time vehicular traffic on the roads of Gangnam, South Korea. Comparative analysis of the results confirm that routing overhead for maintaining the network topology is smaller than few previously proposed routing algorithms.

• 한국항공운항학회지
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• 제32권1호
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• pp.71-78
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• 2024

In this study, we reviewed access transportation, operating companies, and airport infrastructure to revitalize Cheongju International Airport. Regarding access transportation infrastructure, it is necessary to promote a railway network connecting the metropolitan inland line and the central inland region. In addition, active administrative support from local governments is required to ensure smooth progress in railway and highway infrastructure linkage projects, such as the Osong Connecting Line and Chungbuk Line, high-speed rail network promotion, and expansion of the Chungbuk Eastern Axis Expressway and Central Expressway. Regarding operator access infrastructure, continuous efforts are required to add and attract airlines based at Cheongju International Airport. Regarding airport infrastructure, the Cheongju International Airport runway needs complete resurfacing due to its deterioration. Domestic passenger capacity has exceeded 6.5%, and considering the increase in import and export of high value-added goods in the North Chungcheong region, it is necessary to build and expand passenger terminals and cargo terminals. Cheongju International Airport's runway does not have enough runway length to operate large and ultra-large aircraft, so if it is extended from the existing 2,744m to 456m to 3,200m, several benefits can be expected in terms of revitalizing Cheongju Airport, such as route expansion.