• 방송공학회논문지
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• 제18권3호
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• pp.342-348
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• 2013

본 논문에서는 적응적인 확장 블록을 사용하는 프레임율 증강 기법인 AEBME (Adaptive Extended Bilateral Motion Estimation)을 제안하고자 한다. 기존의 EBME (Extended Bilateral Motion Estimation) 알고리듬은 동일한 구역에 두 번의 움직임 예측을 수행함으로 인해 높은 계산량이 요구되었다. 본 논문에서는 영상의 edge 정보를 활용한 블록 유형의 일치 유무를 고려하여 EBME 수행여부를 결정함으로써 움직임 예측 과정을 보다 빠르게 수행하도록 하였다. 움직임 벡터 평활화 과정이 적용되어 움직임 벡터 필드 내의 이상 벡터를 찾아 수정한다. 최종적으로 OBMC (Overlapped Block Motion Compensation)와 MCFI (Motion Compensated Frame Interpolation)이 프레임 움직임의 성질에 따라 적용되어 중간 프레임을 보간하게 된다. 실험 결과를 통해 제안하는 알고리듬이 기존의 알고리듬인 EBME에 비해 향상된 성능과 빠른 속도를 보임을 알 수 있다.

• 정보처리학회논문지C
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• 제11C권6호
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• pp.787-798
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• 2004

네트워크 가용 대역폭의 확보와 전송 효율성에 대한 고려는 고속/대용량 데이터의 처리를 위해 중요한 요소 기술이다. 대형 프레임의 사용은 TCP의 처리율 향상과 시스템 부하를 감소시켜 전송 효율성을 크게 향상 시킨다. 이러한 대형 프레임의 영향은 LAN 상황 및 시스템 측면에 국한되어 연구되어 왔고 경쟁 트래픽들과의 상관관계에 대한 논의는 충분히 고려되지 않고 있다. 본 논문에서는 다양한 네트워크 환경 하에서 대형 프레임이 트래픽 경로를 공유하는 경쟁 트래픽에 미치는 영향을 네트워크 모의실험을 통해 분석했다. 실험 결과를 통해 대형 프레임의 자원 선점 특성을 완화하기 위해서 가용대역폭의 확보가 중요하며 무손실, 저지연 환경이 대형 프레임을 이용한 종단 간 성능을 크게 향상시킴을 확인한다.

• 방송공학회논문지
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• 제20권6호
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• pp.880-887
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• 2015

본 논문은 EBME(Extended Bilateral Motion Estimation) 알고리듬에서 동일한 움직임 벡터들의 방향과 크기를 고려한 알고리듬을 제안하였다. EBME는 BME(Bilateral Motion Estimation)보다 높은 연산량을 요구하기 때문에 프레임 내의 x, y방향 각각의 평균 움직임 벡터크기를 이용하여 동적프레임과 정적프레임을 판단하고, EBME 수행여부를 판단하여 연산량을 줄인다. 또한 동일한 움직임 벡터들의 방향과 크기를 비교하여 MVS(Motion Vector Smoothing)단계 수행여부를 판단함으로써 연산량을 줄인다. 제안하는 알고리듬을 적용한 실험 결과 기존의 EBME 알고리듬에 비해 수행시간은 단축되고 PSNR(Peak Signal to Noise Ratio)은 향상 되었다.

• 국제학술발표논문집
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• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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• pp.111-116
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• 2011

Consumers demand an increasing variety of requirements for the residential space as the quality of life improves. However, many apartment buildings with the bearing wall structure cannot meet such demands in Korea. A lot of construction resources are squandered and wastes are created as this type of residential buildings is reconstructed. The life of apartment buildings needs to be extended on the basis of easy remodeling of internal space in order to overcome the limits of the bearing wall structure. This research project aims to propose the Rahmen composite frame concept for the long life of apartment buildings. The Rahmen composite frame is expected to have better structural performance, constructability and economic feasibility than the bearing wall structure.

• 한국음향학회:학술대회논문집
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• 한국음향학회 1994년도 제11회 음성통신 및 신호처리 워크샵 논문집 (SCAS 11권 1호)
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• pp.223-228
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• 1994

We propose a novel method to incorporate temporal correlations into a speech recognition system based on the conventional hidden Markov model. With the proposed method using the extended logarithmic pool, we approximate a joint conditional PD by separate conditional PD's associated with respective components of conditions. We provide a constrained optimization algorithm with which we can find the optimal value for the pooling weights. The results in the experiments of speaker-independent continuous speech recognition with frame correlations show error reduction by 13.7% with the proposed methods as compared to that without frame correlations.

• 전자공학회논문지
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• 제52권6호
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• pp.62-69
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• 2015

본 논문에서는 움직임 추정 기법을 적응적으로 사용하는 프레임율 증강 기법인 AME-FRUC (Adaptive Motion Estimation Frame Rate Up-Conversion)을 제안하고자 한다. 제안하는 알고리즘은 영상의 움직임이 적은 영역에서 기존의 EBME (Extended Bilateral Motion Estimation)을 활용하고, 움직임 벡터 정보를 활용하여 관심영역을 결정한다. 관심 영역에서는 제안하는 텍스쳐 정보에 기반한 블록 분할을 활용한 단방향 움직임 추정을 수행하도록 하여 정확도를 높였다. 최종적으로 MCFI (Motion Compensated Frame Interpolation)기법을 움직임 추정 방법에 따라 적용하고 보간 하여 중간 프레임을 생성 한다. 실험 결과를 통해 제안하는 알고리즘이 기존의 FRUC 알고리즘에 비해 최대 68% 적은 SAD 연산으로 3dB 높은 PSNR 성능과 0.07 더 높은 SSIM 성능을 보이는 것을 확인할 수 있다.

• Steel and Composite Structures
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• 제31권6호
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• pp.617-628
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• 2019

As an extremely destructive accident, progressive collapse is defined as the spread of an initial local failure from element to element, resulting eventually in the collapse of an entire structure or disproportionately large of it. To prevent the occurrence of it and evaluate the ability of structure resisting progressive collapse, the nonlinear static procedure is usually adopted in the whole structure design process, which considered dynamic effect by utilizing Dynamic Increase Factor (DIF). In current researches, the determining of DIF is performed in full-rigid frame, however, the performance of beam-column connection in the majority of existing frame structures is not full-rigid. In this study, based on the component method proposed by EC3 guideline, the expression of extended endplate connection performance is further derived, and the connection performance is taken into consideration when evaluated the performance of structure resisting progressive collapse by applying the revised plastic P-M hinge. The DIF for structures with extended endplate beam-column connection have been determined and compared with the DIF permitted in current GSA guideline, the necessity of considering connection stiffness in determining the DIF have been proved.

• Kyungpook Mathematical Journal
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• 제46권2호
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• pp.189-200
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• 2006

The semicontinuous quasi-uniformity is known to be one of the most important examples of transitive quasi-uniformities. The aim of this paper is to show that various facts in classical topology connected with the semicontinuous quasi-uniformity and semicontinuous real functions may be easily extended to pointfree topology via a construction introduced by the authors in a previous paper. Several consequences are derived.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.188-188
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• 2000

The most important problem in target tracking can be said to be modeling the tracking system correctly. Although the simple linear dynamic equation for this model has used until now, the satisfactory performance could not be obtained owing to uncertainties of the real systems in the case of designing the filters baged on the dynamic equations. In this paper, we propose the extended robust Kalman filter (ERKF) which can be applied to the real target tracking system with the parameter uncertainties. A nonlinear dynamic equation with parameter uncertainties is used to express the uncertain system model mathematically, and a measurement equation is represented by a nonlinear equation to show data from the radar in a Cartesian coordinate frame. To solve the robust nonlinear filtering problem, we derive the extended robust Kalman filter equation using the Krein space approach and sum quadratic constraint. We show the proposed filter has better performance than the existing extended Kalman filter (EKF) via 3-dimensional target tracking example.

• 한국지진공학회논문집
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• 제22권3호
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• pp.201-210
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• 2018

The improvement in computing systems and sensor technologies devotes to conduct data-driven structural health monitoring algorithms for existing civil infrastructures. Despite of the development of techniques, the uncertainty oriented from the measurement results in the discrepancy to the actual structural parameters and let engineers or decision makers hesitate to adopt such techniques. Many studies have shown that the modal identification results can be affected by the uncertainties due to the applied methods and the types of loading. This paper aims to compare the performance of modal identification methods using Structural Modal Identification Toolsuite (SMIT) which has been developed to facilitate multiple identification methods with a user-friendly designed platform. The data fed into SMIT processes three stages for the comprehensive identification including preprocessing, eigenvalue estimation, and post-processing. The seismic and white noise response for shear frame model was obtained from numerical simulation. The identified modal parameters is compared to the actual modal parameters. In order to improve the quality of coherence in identified modal parameters, several hurdles including modal phase collinearity and extended modal amplitude coherence were introduced. Numerical simulation conducted on the 5 dof shear frame model were used to validate the effectiveness of using these parameters.