• 한국통신학회논문지
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• 제29권4C호
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• pp.454-460
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• 2004

본 논문에서는 Ka대역 초고속 위성방송 시스템에서 강우감쇠에 대처하면서 가입자에게 지속적으로 방송을 제공하기 위해 Unequal Error Protection(UEP) 방식을 이용한 계층적 부호화 방식에 대한 연구를 하였다. 신호의 중요도에 따라 변조 방식 및 채널 코딩 방식을 달리하는 time sharing 방식과 달리 하나의 변조방식을 이용하여 성상도 위치에서 신호의 중요도에 따라 신호간의 최소거리를 다르게 배치하는 UEP방식에 대한 구조 및 성능을 분석하였으며. 성능분석을 토대로 최적의 방식을 제시하였다.

• Journal of the Korean Statistical Society
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• 제31권2호
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• pp.153-161
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• 2002

A new method of construction of second order slope rotatable designs (SOSRD) using symmetrical unequal block arrangements (SUBA) with two unequal block sizes is suggested. The proposed method may sometimes lead to designs with less number of design points than those available in the literature. Further, bounds for the parameters of SOSRD are also obtained.

• Steel and Composite Structures
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• 제47권2호
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• pp.253-267
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• 2023

The bearing capacities resisted by the two-bay beams of multi-story planar frames with unequal spans under column removal scenarios differ considerably owing to the asymmetric stress on the left and right beams connected to the failed column and cause the potential for beams with larger span-to-depth ratios to be unable to exert effectively, which is disadvantageous for resisting the vertical load in unequal-span frame structures. To address this problem, the structural measure of adding braces to the weak bays of multi-story unequal-span frames was proposed, with the objective of achieving a coordinated stress state in two-bay beams with unequal spans, thereby improving the collapse resistance of unequal-span frame structures. Before conducting the numerical simulation, the modeling methods were verified by previous experimental results of two multi-story planar frames with and without steel braces. Thereafter, the effects of the tensile and compressive braces on the collapse behavior of the frame structures were elucidated. Then, based on the mechanical action laws of the braces throughout the collapse process, a detailed design method for improving the collapse resistance of unequal-span frame structures was proposed. Finally, the proposed design method was verified by using sufficient example models, and the results demonstrated that the design method has good application prospects and high practical value.

• Journal of the Korean Statistical Society
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• 제25권1호
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• pp.25-37
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• 1996

In this paper, we propose regression estimators based on a partial replacement sampling scheme over two successive occasions and derive the minimum variances of them. PPSWR, RHC, $\pi$PS and PPSWOR schemes are considered to select unequal probability samples on two occasions. Simulation results over four populations are given for comparison of composite estimators and regression estimators.

• 한국산학기술학회논문지
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• 제13권12호
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• pp.6081-6088
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• 2012

불균형 클러스터링은 클러스터의 크기를 서로 다른 크기로 나누는 방법으로 균형 클러스터링에 비해 핫스팟 문제를 어느 정도 해결할 수 있으므로 전체 네트워크의 에너지 소모량을 줄인다. 본 논문에서는 불균형 클러스터링 모델을 이용하여 계층 기반의 동적 불균형 클러스터링을 제안한다. 이는 라운드별로 최적의 클러스터 수 및 클러스터 헤드 위치를 제공함으로써 전체 네트워크에 대한 에너지 소모를 균형 있게 하고 또한 네트워크 수명을 연장시킨다. 실험을 통하여 제안된 기법이 이전 클러스터링 기법보다 네트워크 수명이 연장되었음을 보였다.

• 한국전자파학회논문지
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• 제21권9호
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• pp.1050-1055
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• 2010

본 논문에서는 어레이 안테나를 구성하는 각 패치 안테나의 입력 임피던스가 비 균일하게 구성되어 있는 K 밴드(24.15 GHz) $3{\times}6$ 어레이 안테나를 제안하였다. 각 패치 안테나의 임피던스를 조절하기 위해 인셋 급전의 길이를 다르게 함으로써 설계하였다. 또한, 키르히호프 법칙에 의하여 각 패치에 동일한 전류를 인가시켰다. 제안된 비 균일 어레이 안테나의 대역폭은 균일 어레이 안테나의 대역폭보다 1.5배 넓음을 확인하였다. 이는 비균일 임피던스 어레이 안테나를 구성하는 각 패치의 인셋 급전의 길이가 다르기 때문에 다중 공진을 형성하여 대역폭이 넓어지는 것이라 사료된다. 제안된 비 균일 어레이 안테나의 대역폭은 5.07 %, 이득은 18.32 dBi로 측정되었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제8권11호
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• pp.4189-4202
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• 2014

In this paper, we propose a priority-based unequal error protection scheme of data partitioned H.264/AVC video with hierarchical quadrature amplitude modulation. In order to map data with higher priority onto the most significant bits of QAM constellation points, a priority sorting method categorizes different data partitions according to the unequal importance factor of encoded video data in one group of pictures by evaluated the average distortion. Then we propose a hierarchical quadrature amplitude modulation arrangement with adaptive constellation distances, which takes into account the unequal importance of encoded video data and the channel status. Simulation results show that the proposed scheme improves the received video quality by about 2 dB in PSNR comparing with the state-of-the-art unequal error protection scheme, and outperforms EEP scheme by up to 5 dB when the average channel SNR is low.

• 한국항행학회논문지
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• 제19권3호
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• pp.224-229
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• 2015

본 논문은 비균등 Gysel 전력 분배기에서 사용되는 두 개의 외부저항을 ABCD 파라미터 해석을 통하여 한 개의 저항으로 변환하는 식을 유도하고, 구현한 내용이다. 기존의 비균등 Gysel 전력 분배기는 두 개의 외부 저항을 이론적인 값으로 구현하기 어렵기 때문에 출력포트 사이의 격리도 및 반사 손실을 얻기가 어렵다. 이러한 문제를 해결하기 위해서 새롭게 설계한 비균등 Gysel 전력분배기는 전송선로와 한 개의 저항을 사용하여 기존 전력 분배기와 동일한 전기적 특성을 얻었다. 이러한 설계방법의 타당성을 보기위해 중심 주파수 1 GHz에서 4:1 비균등 Gysel 전력분배기를 제작하였고, 이것의 특성이 시뮬레이션과 동일함을 확인하였다.

• Steel and Composite Structures
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• 제33권4호
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• pp.595-614
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• 2019

In cold-formed steel (CFS) structures, such as trusses, transmission towers and portal frames, the use of back-to-back built-up CFS unequal angle sections are becoming increasingly popular. In such an arrangement, intermediate welds or screw fasteners are required at discrete points along the length, preventing the angle sections from buckling independently. Limited research is available in the literature on axial strength of back-to-back built-up CFS unequal angle sections. The issue is addressed herein. This paper presents an experimental investigation on both the welded and screw fastened back-to-back built-up CFS unequal angle sections under axial compression. The load-axial shortening and the load verses lateral displacement behaviour along with the deformed shapes at failure are reported. A nonlinear finite element (FE) model was then developed, which includes material non-linearity, geometric imperfections and modelling of intermediate fasteners. The FE model was validated against the experimental test results, which showed good agreement, both in terms of failure loads and deformed shapes at failure. The validated FE model was then used for the purpose of a parametric study to investigate the effect of different thicknesses, lengths and, yield stresses of steel on axial strength of back-to-back built-up CFS unequal angle sections. Five different thicknesses and seven different lengths (stub to slender columns) with two different yield stresses were investigated in the parametric study. Axial strengths obtained from the experimental tests and FE analyses were used to assess the performance of the current design guidelines as per the Direct Strength Method (DSM); obtained comparisons show that the current DSM is conservative by only 7% on average, while predicting the axial strengths of back-to-back built-up CFS unequal angle sections.

• Steel and Composite Structures
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• 제42권1호
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• pp.1-22
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• 2022

In cold-formed steel (CFS) structures, such as trusses, transmission towers and portal frames, the use of back-to-back built-up CFS unequal angle sections are becoming increasingly popular. In such an arrangement, intermediate welds or screw fasteners are required at discrete points along the length, preventing the angle sections from buckling independently. Limited research is available in the literature on axial strength of back-to-back built-up CFS unequal angle sections. The issue is addressed herein. This paper presents an experimental investigation reported by the authors on back-to-back built-up CFS unequal angle sections with intermediate stiffeners under axial compression. The load-axial shortening behaviour along with the deformed shapes at failure are reported. A nonlinear finite element (FE) model was then developed, which includes material non-linearity, geometric imperfections and modelling of intermediate fasteners. The FE model was validated against the experimental test results, which showed good agreement, both in terms of failure loads and deformed shapes at failure. The validated finite element model was then used for the purpose of a parametric study comprising 96 models to investigate the effect of longer to shorter leg ratios, stiffener provided in the longer leg, thicknesses and lengths on axial strength of back-to-back built-up CFS unequal angle sections. Four different thicknesses and seven different lengths (stub to slender columns) with three overall widths to the overall depth (B/D) ratios were investigated in the parametric study. Axial strengths obtained from the experimental tests and FE analyses were used to assess the performance of the current design guidelines as per the Direct Strength Method (DSM); obtained comparisons show that the current DSM is conservative by only 7% and 5% on average, while predicting the axial strengths of back-to-back built-up CFS unequal angle sections with and without the stiffener, respectively.