• 전자공학회논문지S
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• 제35S권12호
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• pp.63-68
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• 1998

본 논문에서는 움직임 벡터의 분포특성을 이용한 고속 적응 블럭 정합 알고리즘을 제안하였다. 제안 방법에서는 움직임 벡터에 따른 MAD(0,0)의 분포특성을 분석하여 블럭을 움직임이 없는 블럭, 작은 블럭, 중간정도인 블럭 혹은 큰 블럭으로 분류한 후 각 블럭의 특성에 따라 적응적으로 움직임 벡터를 추정한다. 제안한 방법의 성능을 평가하기 위해서 컴퓨터 시뮬레이션을 수행하였다. 이 결과로부터 제안 방법의 PSNR은 기존의 NTSS 방법과 거의 비슷하면서도 계산량이 30.44% ~ 40.27% 감소되는 효과적인 방법임을 확인할 수 있었다.

• 한국수자원학회논문집
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• 제52권11호
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• pp.895-904
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• 2019

극치 강우 자료는 정상성 빈도모델에서 효과적으로 구현되지 않는 비정상성 거동을 종종 보인다. 또한, 극치 사상의 확률밀도함수는 여름 장마와 태풍 등의 서로 다른 강우 패턴에 의해 2개 이상의 첨두를 가지는 혼합분포형태이다. 이러한 강우 패턴의 변화에 대해 Bayesian 이론을 활용한 비정상성 혼합분포(mixture distribution based nonstationary frequency, MDNF)모델을 제안하였다. 2개의 Gumbel 분포형이 혼합된 MDNF 모델은 Gumbel 분포형 매개변수 중 하나인 위치매개변수의 시변성을 효과적으로 설명한다. 제안한 모델의 성능평가를 위해 정상성 혼합분포모델과의 다양한 통계치 결과를 비교하였다. 정상성 혼합분포모델보다 전반적으로 향상된 성능을 보여주는 MDNF 모델을 통해 극치 강우 패턴이 비정상성을 보인다는 가정을 확인할 수 있다.

• Structural Engineering and Mechanics
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• 제85권4호
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• pp.531-543
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• 2023

The existing concrete bridges are time-varying working systems, where the maintenance strategy should be planned according to the time-varying performance of the bridge. This work proposes a time-dependent residual capacity assessment procedure, which considers the non-stationary bridge load effects under growing traffic and non-stationary structural deterioration owing to material degradations. Lifetime bridge load effects under traffic growth are predicated by the non-stationary peaks-over-threshold (POT) method using time-dependent generalized Pareto distribution (GPD) models. The non-stationary structural resistance owing to material degradation is modeled by incorporating the Gamma deterioration process and field inspection data. A three-span continuous box-girder bridge is illustrated as an example to demonstrate the application of the proposed procedure, and the time-varying reliability indexes of the bridge girder are calculated. The accuracy of the proposed non-stationary POT method is verified through numerical examples, where the shape parameter of the time-varying GPD model is constant but the threshold and scale parameters are polynomial functions increasing with time. The case study illustrates that the residual flexural capacities show a degradation trend from a slow decrease to an accelerated decrease under traffic growth and material degradation. The reliability index for the mid-span cross-section reduces from 4.91 to 4.55 after being in service for 100 years, and the value is from 4.96 to 4.75 for the mid-support cross-section. The studied bridge shows no safety risk under traffic growth and structural deterioration owing to its high design safety reserve. However, applying the proposed numerical approach to analyze the degradation of residual bearing capacity for bridge structures with low safety reserves is of great significance for management and maintenance.

• Journal of applied mathematics & informatics
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• 제8권1호
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• pp.285-295
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• 2001

We consider a queueing system under overload control to support bursty traffic. The queueing system under overload control is modelled by MMBP/D1/K queue with two thresholds on buffer. Arrival of customer is assumed to be a Markov-modulated Bernoulli process (MMBP) by considering burstiness of traffic. Analysis is done in discrete-time case. Using the generating function method, we obtain the stationary queue length distribution. Finally, the loss probability and the waiting time distribution of a customer are given.

• Journal of applied mathematics & informatics
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• 제26권3_4호
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• pp.721-732
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• 2008

A single server infinite capacity queueing system with Poisson arrival and a general service time distribution along with repeated attempt and server vacation is considered. We made a comprehensive analysis of the system including ergodicity and limiting behaviour. Some operating characteristics are derived and numerical results are presented to test the feasibility of the queueing model.

• 한국경영과학회:학술대회논문집
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• 대한산업공학회/한국경영과학회 2006년도 춘계공동학술대회 논문집
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• pp.1104-1110
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• 2006

In this paper we present a simple approach to the joint queue length distribution in the nonpreemptive priority M/G/1 queue. Without using the supplementary variable technique, we derive the joint probability generating function of the stationary queue length at arbitrary time.

• 대한수학회보
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• 제43권2호
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• pp.277-292
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• 2006

We consider a single-server queue with service time distribution of phase type where positive customers, negative customers and disasters arrive according to a Markovian arrival process with marked transitions (MMAP). We derive simple formulae for the stationary queue length distributions. The Laplace-Stieltjes transforms (LST's) of the sojourn time distributions under the combinations of removal policies and service disciplines are also obtained by using the absorption time distribution of a Markov chain.

• 대한수학회지
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• 제38권1호
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• pp.25-35
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• 2001

In this paper we consider an age dependent branching process whose particles move according to a Markov process with continuous state space. The Markov process is assumed to the stationary with independent increments and positive recurrent. We find some sufficient conditions for he Markov motion process such that the empirical distribution of the positions converges to the limiting distribution of the motion process.

• Journal of applied mathematics & informatics
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• 제29권3_4호
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• pp.803-811
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• 2011

We present an algorithmic solution for the stationary distribution of the M/M/c retrial queue in which the retrial times of each customer in orbit are of phase type distribution of order 2. The system is modeled by the level dependent quasi-birth-and-death (LDQBD) process.

• Communications for Statistical Applications and Methods
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• 제8권1호
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• pp.291-297
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• 2001

For a stochastic regression model in which the errors are assumed to form a stationary linear process, we show that the difference between the empirical distribution functions of the errors and the estimates of those errors converges uniformly in probability to zero at the rate of $o_{p}$ ( $n^{-}$$\frac{1}{2}$) as the sample size n increases.