• 대한교통학회지
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• 제23권3호
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• pp.137-147
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• 2005

본 연구의 목적은 연속류의 미시적 행태분석을 통해 새로운 용량개념을 정의하고 이에 대한 용량 산정방법을 개발하고 제안하는데 있다. 교통자료 검지체계의 기술적 발전은 기존 미국 도로용량편람에서 활용된 자료에 비해 정확하고 많은 자료의 수집을 가능하게 하고, 이에 따라 교통류 해석에 대한 다양한 학문적 접근이 시도되면서 기존도로용량의 정의와 산정기준의 한계점이 드러나고 있다. 대안적 용량개념은 교통류-밀도 관계에서 용량감소와 이력현상을 포함한 혼잡교통류의 특징을 포괄적으로 해석하려는 시도로써, 확률적 모형과 행태적 또는 역학적 모형으로 구분할 수 있다. 그러나 대안적 용량개념으로 제안된 두 가지 모형 역시 연속류의 다양한 상태와 상태변동을 설명하기에는 한계점을 가지고 있다. 본 연구에서는 이러한 한계를 극복하기 위하여, 연속류의 미시적 행태자료를 통해 시추이 속도-밀도 관계. 집계간격과 교통량-속도-밀도 관계, 차두시간 분포특성, 그리고 자유속도 분포특성 분석을 수행하고, 용량의 기준이 되는 차두시간을 통계적으로 결정함으로써 교통제어를 위한 새로운 용량개념을 정의하고 이에 대한 용량산정방법을 개발하였다.

• 한국통신학회논문지
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• 제31권12A호
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• pp.1246-1252
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• 2006

본 논문에서는 random FHSS, synchronous FHSS 방식을 채용한 RFID 시스템의 충돌 확률, 트래픽 처리시간 및 주파수 채널 용량 분석을 위한 알고리즘을 제시하였다. 평균 서비스 시간, duty cycle, traffic intensity, 충돌이 발생하여 재전송 시도를 하기 위한 지연시간을 고려하여 정상상태에서의 충돌 확률 및 트래픽 처리 지연시간을 산출하였다. 모의실험을 통하여 최대처리 가능한 트래픽 용량 및 주파수 채널수를 평가하고, 제안된 분석 알고리즘 정확성을 입증하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제5권3호
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• pp.115-122
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• 2001

Bridge load rating calculations provide a basis for determining the load carrying capacity of bridges. Load rating requires engineering judgement in determining a rating value that is applicable to maintaining the safe use of the bridge and arriving at posting and permit decisions. Load testing is an effective means in calculating the rating value of bridge. In Korea, load carrying capacity of bridge is modified by response modification factor that is determined from comparisons of measured values and analysis results. This paper presents the development of a method for determining the response the modification factor, using traffic loads. The proposed method is based on the results of computer simulations of traffic action effects. The simulation program generates random traffic actions for defined traffic conditions and determines the frequency distribution of maximum traffic action effects. A comparison between the proposed method and the present method shows good agreement in estimating the modified load carrying capacity of bridges.

• 한국도로학회논문집
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• 제17권5호
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• pp.123-133
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• 2015

PURPOSES : This study aimed to develop a new highway capacity estimation method and provide comparative results among traditional capacity estimation methods and the recommended values in the latest version of KHCM. METHODS : The limitations of the existing methods, such as inconsistency and underestimation of the capacity value, are summarized through an extensive literature review. To overcome these limitations, a new method is introduced by adopting a definition of capacity and traffic flow characteristics at or near breakdown points. This method can produce the capacity value by searching a point corresponding to the maximum traffic flow through analysis of gradient changes (point of inflection) of the traffic flow and speed distribution. Comparative results of capacity values from each method are also presented to validate the new method by using data collected from detectors on freeways. RESULTS: From the analysis results, it is shown that a consistent capacity value can be estimated by applying the new method. In addition, the resulting capacity values are 3%-4% higher than those recommended in KHCM. CONCLUSIONS : The capacity values listed in the current KHCM tend to produce underestimated results. The new method presented in this paper may be included in the future edition of KHCM.

• 융합보안논문지
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• 제2권2호
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• pp.9-17
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• 2002

트래픽 엔지니어링 기능은 트래픽 관리(Traffic Management), 용량 관리(Capacity Management), 그리고 네트워크 계획(Network Planning) 등을 포함한다. 본 논문에서는 트래픽 엔지니어링의 각각의 기능에 대해 설명하며, 멀티미디어 인터넷 망에서의 효율적인 트래픽 엔지니어링을 위한 기능 및 프로세스 모델을 제시하고 각 단계에서 필요한 구체적인 트래픽 관리방안을 소개한다.

• 대한교통학회지
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• 제1권1호
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• pp.56-63
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• 1983

Intersection control has dual-purposes; increasing capacity and reducing delay. The primary concern of efficient intersection control under oversaturated condition as in Korea is to increase capacity. Prevailing intersection operation technique permits thru traffic to utilize left turn lane, because the intersection without left turn pocket has left turn signal interval. In this situation, it seems not to be valid to calculate capacity, delay, and signal timings by conventional methods. By critical lane technique, capacity increases as cycle length increases. However, when thru traffic utilize LT lane, the capacity varies according to LT volume, LT interval as well as cycle length, which implies that specific cycle length and LT interval exist to maximize capacity for given LT volume. The study is designed is designed to calculate utilization factors of LT lane for thru traffic and capacities, and identify signal timings to yield maximum capacity. The experimental design involved has 3 variables; 1)LT volumes at each approach(20-300 vph), 2)cycle lengths (60-220 sec), and 3)LT intervals(2.6-42 sec) for one scenario of isolated intersection crossing two 6-lanes streets. For LT volume of 50-150 vph, capacity calculated by using the utilization factor is about 25% higher than that by critical lane method. The range of optimum cycle length to yield maximum capapcity for LT volume less than 120 vph is 140-180 sec, and increases as LT volume increases. The optimum LT interval to yield maximum capacity is longer than the intrval necessary to accommodate LT volume at saturation flow rate.

• 대한교통학회지
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• 제6권1호
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• pp.43-53
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• 1988

This study is to find the proper method of estimating urban road traffic capacity. To estimate road traffic capacity, the following methods are chosen ; 1) crossing point of Q-V and S-V, 2) critical velocity and density of Q-V-K model, 3) V-K model with density parameter. The density estimated through S-V relation is 174 veh./km. The methods used in this paper yields more stable values with 2286 veh./h/ in average. The estimated average capacity by three methods are 2272 veh./h. in multilane road. 2411 veh./h in three lane road and 2185 veh./h. in two lane road.

• 산업공학
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• 제17권1호
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• pp.121-127
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• 2004

In this paper, we present the base station(BS) processing capacity to provide the multimedia services in IMT-2000 wireless communication network. The IMT-2000 services are classified into two types, circuit and packet services, and user‘s environments such as indoor, pedestrian and vehicle are considered. Using the parameters of service economics and wireless technology, the user's reference traffic and BS‘s traffic are computed. The traffic is measured by throughput(kbps). Based on the measured traffic, the accommodating users in BS are also evaluated. In addition to, the BS design capacity is presented for varying the number of users and traffic distribution in different user's environments.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2005년도 춘계학술대회 논문집
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• pp.231-235
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• 2005

항로의 해상교통량 수용 능력을 평가하는 여러 기법들 중에서, 가장 간단한 수준에서 검토가 가능한 기법으로서, 범퍼 모델을 이용한 항로 교통용량 추정기법에 관하여 기술한다. 항로의 교통용량을 추정하기 위한 간단한 계산식과 실제 항로에서의 교통량을 추정하는 기법에 대하여 고찰하고, 이를 바탕으로 항로의 가동률이라는 개념을 수립하여, 이러한 모델을 우리나라 주요 항만의 진입항로에 적용하여 보았다. 본 기법은, 항로의 기본제원 설계시, 대상 해역에서 예상되는 해상교통량을 그 접근 항로가 수용할 수 있는 능력이 있는지를 검토하기 위한 초기의 정량적 평가 수단으로 사용이 가능할 것으로 판단된다.

• 대한교통학회지
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• 제13권1호
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• pp.167-183
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• 1995

The objective of study is to evaluate highway capaicty estimation alternative and to develop capacity from statistical distribution of observed traffic flow. Speed-Volume relation is analyzed from vehicle's headway distribution eliminating the long headway by confidence intervals 99%, 95%, 90%. Capacity estimate alternatives were evaluated from 95% , 90%, 85% level of cummulative distribution of observed hourly traffic flow adjusted to confidence intervals. The result of investigation revealed that maximum hourly rate of flow is 2, 130pcu at confidence interval of 995, 2, 233pcu at 95%, 2, 315pcu at 90% respectively. Compared to the capacity of 2, 200pcu per hour per lane used in HCM and KHCM(Korea Highway Capacity Manual), capa챠y appears to correspond to confidence interval of 95%. Using the traffic flow rate at confidence interval of 95% the maximum hourly flow rate is 2, 187pcu at 95% of cummulative volume distribution, 2, 153pcu at 90%, 2, 215pcu at 85%. The study suggests that raional capacity esimation alternative is to take the 95% of cummulative distribution of observed hourly traffic flow at 95% confidence headway interval eliminating 5% long headway.(i.e. 95-95 rule)