• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1996년도 Proceedings of the Korea Automatic Control Conference, 11th (KACC); Pohang, Korea; 24-26 Oct. 1996
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• pp.368-371
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• 1996

In this paper, a feedforward-plus-feedback control scheme is presented to prevent congestion in store-and-forward packet switching networks. The control scheme consists of two algorithms. Specifically, the input traffic adjustment algorithm employs a fairness policy such that the transmission rate of the input traffic is proportional to its offered rate. The control signal computation algorithms to ensure stability of the overall system in the robust sense and to ensure the desired transient behavior in the adaptive, with respect to variations of input traffic, are designed.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2023년도 춘계학술대회
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• pp.206-207
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• 2023

지능형 해상교통정보서비스는 해상교통 안전을 위한 서비스들을 제공하고 있지만, 선박들의 제원과 적재량 차이로 인해 선박 복원력 이상 판단 방법은 일반화하지 못하였다. 이번 연구에서는 선박 복원성 계산을 위한 경사계 및 GPS 데이터의 수집, 가공 방법을 정립하였다. 또한 실 해역의 기상요인을 반영하지 못하는 근사적 GM 계산에서 벗어나, 각기 선박 특성 및 외력을 반영할 수 있는 데이터 과학 알고리즘을 통해 선박 운항 상태를 실시간 판별할 수 있는 모델을 연구하였다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제3권6호
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• pp.575-596
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• 2009

Facing limited network resources such as bandwidth and processing capability, the Internet will have congestion from time to time. In this paper, we propose a scheme to maximize the total utility offered by the network to the end user during congested times. We believe the only way to achieve our goal is to make the scheme application-aware, that is, to take advantage of the characteristics of the application. To make our scheme scalable, it is designed to be class-based. Traffic from applications with similar characteristics is classified into the same class. We adopted the RED queue management mechanism to adaptively control the traffic belonging to the same class. To achieve the optimal utility, the traffic belonging to different classes should be controlled differently. By adjusting link bandwidth assignments of different classes, the scheme can achieve the goal and adapt to the changes of dynamical incoming traffic. We use the control theoretical approach to analyze our scheme. In this paper, we focus on optimizing the control on two types of traffic flows: TCP and Simple UDP (SUDP, modeling audio or video applications based on UDP). We derive the differential equations to model the dynamics of SUDP traffic flows and drive stability conditions for the system with both SUDP and TCP traffic flows. In our study, we also find analytical results on the TCP traffic stable point are not accurate, so we derived new formulas on the TCP traffic stable point. We verified the proposed scheme with extensive NS2 simulations.

• 전기의세계
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• 제22권1호
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• pp.35-41
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• 1973

An automatic point traffic control method is recommended for more idealistic traffic flow over coarse road netowrks. The automatic control apparatus recommended, consists of a transceiver, amplifier, digital-to-analog converter, signal light controller for emergency and steady state, and digital counter as monitor. The transmitter sends a signal to the target vy means of Microwave-FM-CW and a diode detector picks up the echo signal. Thus the operation of the entire system will be carried out through an open loop state. Some factors necessary for an ideal detector system are rapid response, longevity and stability. An analytical method of the Doppler effect substitutes the conventional frequency deviation into the amplitude of detector output. The changing rate of amplitude is proportional to the voltage of the detector output. Some induced formula from Maxwell's radiation field theory ensures this new method, and, new method, and proves the fact with an experimental data presentation. Stability depends upon Klystron as an oscillator and a diode as a detector. the transceiver installation affects on the response and sensitivity of the system. In accordance with the detector output, several targets are easily classified by amplitudes on the scope. The traffic flow, i.e., target movement which is analyzed by the amplitude method, is shown through the scope and indicates it on the digital counter. The best efficiency for the amplitude analysis can be attained through use of an antenna having the highest sensitivity.

• 한국대기환경학회지
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• 제21권2호
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• pp.243-257
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• 2005

The effects of Traffic Control Program (TCP) on the ambient urban air quality of SO$_{2}$, NO$_{2}$, O$_{3}$, and PM$_{10}$ were evaluated in Seoul metropolitan area by using the lower atmospheric vertical stability index and daily mean wind speeds. The vertical stability index; temperature lapse rate between 1000 hPa and 850 hPa geopotential height fields, were used to identify daily vertical stability index during the 2002 World Cup period where traffic amount was reportedly reduced to half the number of vehicles. The indicated air quality levels of TCP days were then compared with those of the cases observed with analogous vertical stability during the recent 3 years from 2000 to 2002. The result indicates that the effect of TCP on the primary air pollutants are found to be approximately 39$\%$, 23$\%$ and 20$\%$ lower for SO$_{2}$, NO$_{2}$ and PM$_{10}$, respectively. The secondary air pollutant; ozone, showed relatively smaller decreasing rate (13$\%$) of daily mean concentrations (even increased during the night time). The comparison of daily maximum or peak concentrations reveals that the pronounced decreasing effects of TCP on the ambient air quality for both primary and secondary air pollutants, suggesting that TCP is one of the effective strategies to control peak or higher concentrations for most urban scale air pollutants in and around the Seoul metropolitan area.

• 한국지반신소재학회논문집
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• 제18권4호
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• pp.287-297
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• 2019

본 연구에서는 공동 발생 지반에 대한 안정성 분석을 목적으로 포장층 두께와 교통하중 크기를 고려한 일련의 유한요소 수치해석을 수행하였다. 본 수치해석 방법의 타당성 검증을 위해 선행된 수치해석 연구를 활용하여 공동 발생 지반의 역학적 거동을 모사하였으며, 기존의 현장계측 결과와 비교·분석하였다. 또한, 수치해석 결과로부터 지반의 간극비, 지표침하, 전단응력의 변화를 확인함으로써 전반적인 지반의 역학 거동을 확인할 수 있었으며, 본 연구에서 산정한 응력비 및 비파괴심도와 지표침하량의 관계를 이용하여 공동 발생 지반의 안전성을 분석하였다. 그 결과, 포장층 두께가 감소하고 교통하중 크기가 증가할수록 지표침하량의 증가와 함께 비파괴심도 및 지반의 전반적인 안정성은 감소함을 알 수 있었다.

• 대한교통학회지
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• 제27권4호
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• pp.127-135
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• 2009

도로 주행중 제공된 교통정보는 운전자의 단기기억에 저장되고 이는 수초가 지나면 기억에서 사라진다. 정보제공의 효과 평가시 더미변수를 이용하는 기존방법으로는 이러한 현상을 반영할 수 없는 한계가 있다. 보다 적절한 평가를 위해서, 본 연구는 전방 시야가 제약된 도심 신호교차로 접근로에서 실시한 주행실험 자료를 토대로 운전자의 단기기억을 고려한 차내 교통안전정보의 효용함수 특성화와 안전도 평가방법론을 제안한다. 이를 위해서, 운전자의 속도선택에 기초한 주행 안정성 평가모형을 순서 프로빗모형으로 개발하고, 교통운영, 기하구조, 도로환경, 운전자 요소를 동시에 고려하여 차내 교통안전정보의 효용함수를 추정하였다. 분석결과, 본 연구에서 제안한 차내 교통안전정보의 효용을 설명하는데 정규밀도 함수(지수함수)가 적합하고, 효용은 약 22초 동안 유지되며, 크기는 시간증가에 따라 감소하는 것으로 나타났다. 또한, 차내 실시간 교통안전정보의 중요도는 교통운영요소 보다는 낮고 기하구조요소 보다는 높은 것으로 분석되었다.

• Journal of Communications and Networks
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• 제8권1호
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• pp.93-105
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• 2006

The domination of the Internet by TCP-based services has spawned many efforts to provide high network utilization with low loss and delay in a simple and scalable manner. Active queue management (AQM) algorithms attempt to achieve these goals by regulating queues at bottleneck links to provide useful feedback to TCP sources. While many AQM algorithms have been proposed, most suffer from instability, require careful configuration of nonintuitive control parameters, or are not practical because of slow response to dynamic traffic changes. In this paper, we propose a new AQM algorithm, hybrid random early detection (HRED), that combines the more effective elements of recent algorithms with a random early detection (RED) core. HRED maps instantaneous queue length to a drop probability, automatically adjusting the slope and intercept of the mapping function to account for changes in traffic load and to keep queue length within the desired operating range. We demonstrate that straightforward selection of HRED parameters results in stable operation under steady load and rapid adaptation to changes in load. Simulation and implementation tests confirm this stability, and indicate that overall performances of HRED are substantially better than those of earlier AQM algorithms. Finally, HRED control parameters provide several intuitive approaches to trading between required memory, queue stability, and response time.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권1호
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• pp.270-286
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• 2012

In this paper, we propose a novel routing protocol called the Cartography Enhanced OLSR (CE-OLSR) for multi hop mobile ad hoc networks (multi hop MANETs). CE-OLSR is based on an efficient cartography gathering scheme and a stability routing approach. The cartography gathering scheme is non intrusive and uses the exact OLSR reduced signaling traffic, but in a more elegant and efficient way to improve responsiveness to the network dynamics. This cartography is a much richer and accurate view than the mere network topology gathered and used by OLSR. The stability routing approach uses a reduced view of the collected cartography that only includes links not exceeding a certain distance threshold and do not cross obstacles. In urban environments, IEEE 802.11 radio signals undergo severe radio shadowing and fading effects and may be completely obstructed by obstacles such as buildings. Extensive simulations are conducted to study the performances of CE-OLSR and compare them with those of OLSR. We show that CE-OLSR greatly outperforms OLSR in delivering a high percentage of route validity, a much higher throughput and a much lower average delay. In particular the extremely low average delay exacerbated by CE-OLSR makes it a viable candidate for the transport of real time data traffic in multi hop MANETs.

• 디지털산업정보학회논문지
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• 제6권2호
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• pp.153-167
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• 2010

Traffic conditions, in particular number of active TCP flows, change dramatically over time. The main goal of this paper is an adaptive queue management algorithm that can maintain network state of high-throughput and low-delay under changing traffic conditions In this paper, we devise Probability Adaptive RED(PARED) that combines the more effective elements of recent algorithms with a RED core. It automatically adjusts its adaptive marking function to account for changes in traffic load and to keep queue length within the desired target queue length. We simulate that PARED algorithm results in under changes in traffic load and mixed traffic load. The simulation test confirm this stability, and indicate that overall performances of PARED are substantially better than the RED and ARED algorithms.