• 한국컴퓨터산업학회논문지
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• 제2권3호
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• pp.389-396
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• 2001

압축된 동영상에서 인덱싱을 위한 장면전환 검출기법에서 기존의 방법들은 실험에 의한 고정 임계값을 설정하여 임계값 보다 크면 장면전환이라고 판단해왔다. 기존의 고정 임계값을 적용시켰을 때는 플래쉬나 카메라 움직임 등에 의한 오검출이 많은 문제점이 있었다. 본 논문에서는 장면 전환 검출을 위한 임계값을 동영상 특성 중, 장면전환점간격을 이용하여 임계값을 동적으로 변화시키는 방법이며, 고정 임계값을 사용하는 경우보다 오검출을 줄이는 향상된 장면전환 검출기법을 제안한다. 실험에서는 동영상 특성을 통계적으로 분석하여, 기존의 고정임계값과 제안한 동적임계값을 사용한 결과 값을 비교분석 하였다. 제안한 방법은 기존의 방법보다 30%정도 오검출이 줄었다.

• Structural Engineering and Mechanics
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• 제20권6호
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• pp.713-726
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• 2005

Based on the improved first order Taylor interval expansion, a new interval analysis method for the static or dynamic response of the structures with interval parameters is presented. In the improved first order Taylor interval expansion, the first order derivative terms of the function are also considered to be intervals. Combining the improved first order Taylor series expansion and the interval extension of function, the new interval analysis method is derived. The present method is implemented for a continuous beam and a frame structure. The numerical results show that the method is more accurate than the one based on the conventional first order Taylor expansion.

• 한국산업정보학회논문지
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• 제19권2호
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• pp.1-13
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• 2014

In IEEE 802.11p/1609-based vehicular networks, vehicles are allowed to exchange safety and control messages only within time periods, called control channel (CCH) interval, which are scheduled periodically. Currently, the length of the CCH interval is set to the fixed value (i.e. 50ms). However, the fixed-length intervals cannot be effective for dynamically changing traffic load. Hence, some protocols have been recently proposed to support variable-length CCH intervals in order to improve channel utilization. In existing protocols, the CCH interval is subdivided into safety and non-safety intervals, and the length of each interval is dynamically adjusted to accommodate the estimated traffic load. However, they do not consider the presence of hidden nodes. Consequently, messages transmitted in each interval are likely to overlap with simultaneous transmissions (i.e. interference) from hidden nodes. Particularly, life-critical safety messages which are exchanged within the safety interval can be unreliably delivered due to such interference, which deteriorates QoS of safety applications such as cooperative collision warning. In this paper, we therefore propose a new interference-aware Dynamic Safety Interval (DSI) protocol. DSI calculates the number of vehicles sharing the channel with the consideration of hidden nodes. The safety interval is derived based on the measured number of vehicles. From simulation study using the ns-2, we verified that DSI outperforms the existing protocols in terms of various metrics such as broadcast delivery ration, collision probability and safety message delay.

• 반도체디스플레이기술학회지
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• 제19권2호
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• pp.31-36
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• 2020

Most of the background subtraction algorithms show good performance in static scenes. In the case of dynamic scenes, they frequently cause false alarm to "temporal clutter", a repetitive motion within a certain area. In this paper, we propose a robust technique for the multiple interval pixel sampling (MIS) algorithm to handle highly dynamic scenes. An adaptive threshold scheme is used to suppress false alarms in low-confidence regions. We also utilize multiple background models in the foreground segmentation process to handle repetitive background movements. Experimental results revealed that our approach works well in handling various temporal clutters.

• Structural Engineering and Mechanics
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• 제36권1호
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• pp.79-94
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• 2010

This study shows how uncertainties of data like material properties quantitatively have an influence on structural topology optimization results for dynamic problems, here such as both optimal topology and shape. In general, the data uncertainties may result in uncertainties of structural behaviors like deflection or stress in structural analyses. Therefore optimization solutions naturally depend on the uncertainties in structural behaviors, since structural behaviors estimated by the structural analysis method like FEM need to execute optimization procedures. In order to quantitatively estimate the effect of data uncertainties on topology optimization solutions of dynamic problems, a so-called interval analysis is utilized in this study, and it is a well-known non-stochastic approach for uncertainty estimate. Topology optimization is realized by using a typical SIMP method, and for dynamic problems the optimization seeks to maximize the first-order eigenfrequency subject to a given material limit like a volume. Numerical applications topologically optimizing dynamic wall structures with varied supports are studied to verify the non-stochastic interval analysis is also suitable to estimate topology optimization results with dynamic problems.

• 한국정보처리학회논문지
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• 제6권1호
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• pp.148-158
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• 1999

ATM LAn등으로부터 입력되는 ABR 트래픽이 RM설에 의해 제어되기 때문에 이들 트랙픽을 공중망 ATM 트랙픽에 대하여 적용되는 인터페이스 기능을 보편적인 연동 구조인 "Projected Node"[6] 접근 방식에 기반을 두고 연동 구조를 제안하고 있다. 이를 위해 도입된 AUPU(ABR Ine4rface Proxy UNit)는 ATM LAN 수위치로부터 ATM 공중망 스위치로 입력되는 ERICA 메커니즘에 의한 ABR 트래픽의 인터페이스 구조로 설계되었다. AIPU에서 사용되는 ABR 트래픽 제어 매커니즘은기존의 단거리 중심미의 LAN형태로부터 장거리 액세스가 가능한 수정된 메커니즘 특성을 지니고 있다. 다양한 RTT(Round Trip Time)에 따른 동적인 UCI(Update Count Interval)를 적용할수 이Tssm 동적 속도수정 간격제어 (DYnamic updte Count Interval : DUCI) 메커니즘이 AIPU에서 동작하는 구조가 본 논문에서 제안되었다. 그리고 본 논문은 DUCI 메커니즘의 성능 및 주요 특성이 기존의 ERICA 메커니즘의 문제검과 비교하여 시뮬레이션을 통하여 분석되었다.통하여 분석되었다.

• 산업기술연구
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• 제21권A호
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• pp.123-127
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• 2001

This paper proposed for allotment of group key's rekey interval required from secure multicast environment. New group key distribution occurs in two cases: one is periodical update and the other is permitted or unpermitted withdrawal of group member. In later case, the group controller distributes new group key to member except withdrawal member because it can't predict precisely. In former case, the group member who cheated the group can adjust the rekey interval. Using relation between security level, overhead and cost from rekey interval, this paper suggests effective rekey interval allotment through probable performance analysis in large dynamic group.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1987년도 정기총회 및 창립40주년기념 학술대회 학회본부
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• pp.106-108
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• 1987

Until now, inflow has been handled an independent log-normal random variable in the problem of planning the long-term operation of a multi-reservoir hydrothermal electric power generation system. This paper introduces the detail study for making rule curve by applying weekly time interval for handling inflows. The hydro system model consists of a set of reservoirs and ponds. Thermal units are modeld by one equivalent thermal unit. Objective is minimizing the total cost that the summation of the fuel cost of equivalent thermal unit at each time interval. For optimization, stochastic dynamic programming(SDP) algorithm using successive approximations is used.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제11권1호
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• pp.61-77
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• 2017

The most challenging issues in the multi-channel MAC of the IEEE 1609.4 standard is how to handle the dynamic vehicular traffic condition with a high mobility, dynamic topology, and a trajectory change. Therefore, dynamic channel coordination schemes between CCH and SCH are required to provide the proper bandwidth for CCH/SCH intervals and to improve the quality of service (QoS). In this paper, we use a Markov model to optimize the interval based on the dynamic vehicular traffic condition with high mobility nodes in the multi-channel MAC of the IEEE 1609.4 standard. We evaluate the performance of the three-dimensional Markov chain based on the Poisson distribution for the node distribution and velocity. We also evaluate the additive white Gaussian noise (AWGN) effect for the multi-channel MAC coordination scheme of the IEEE 1609.4 standard. The result of simulation proves that the performance of the dynamic channel coordination scheme is affected by the high node mobility and the AWGN. In this research, we evaluate the model analytically for the average delay on CCHs and SCHs and also the saturated throughput on SCHs.

• International Journal of Precision Engineering and Manufacturing
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• 제3권4호
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• pp.5-14
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• 2002

This paper addresses the challenges of dealing with uncertainties based on interval analysis. An interval approach is proposed on the basis of Boundary Selection Method (BSM) for treating systems of linear interval equations in the presence of columnwise dependencies. An iterative procedure is developed for the problem solving where uncertainties are characterized in the form of interval quantities. An applied example is used to illustrate effectiveness and usefulness of the proposed approach. This new method can be applied for such circumstances that involve finite element analysis of structures, inverse dynamic analysis of mechanisms, and worst case design studies in the presence of the uncertainties.