• 한국전자파학회논문지
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• 제29권5호
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• pp.393-396
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• 2018

본 논문은 65-nm 저전력 CMOS 공정을 이용해 94 GHz 대역 저잡음 증폭기를 설계한 결과를 제시한다. 설계한 저잡음 증폭기는 4단 차동 공통소스 구조를 가지며, 트랜스포머를 사용해 각 단 및 입출력 임피던스 정합 회로를 구성했다. 제작한 저잡음 증폭기는 94 GHz에서 최대 전력 이득 25 dB을 보이며, 3-dB 대역폭은 5.5 GHz이다. 제작한 칩의 면적은 패드를 포함해 $0.3mm^2$이며, 1.2 V 공급 전원에서 46 mW의 전력을 소비한다.

• 방송공학회논문지
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• 제12권4호
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• pp.311-320
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• 2007

본 논문에서는 뉴스 동영상 정보의 생성을 위해 뉴스 단위의 기준이 되는 앵커 장면을 효과적으로 검출하는 기법을 제안한다. 우선 뉴스 동영상의 오디오 및 비디오 구성 요소에 대한 관찰을 통하여 앵커 장면 검출에 적합한 기본적인 특징들을 선택하였다. 제안 알고리듬에서는 색인의 정확도를 높이기 위해 몇몇 오디오 특징과 함께 비디오 특징으로서 움직임 특징을 함께 이용하였으며, 전체적인 구조는 '오디오 정지 구간 검출', '오디오 클러스터 분류', 그리고 '움직임 활동도와의 매칭'의 3단계로 구성된다. MPEG-2 방식으로 부호화된 뉴스 동영상에 대한 실험을 통해 제안 알고리듬의 성능이 만족스러움을 확인하였다.

• 한국정보통신학회논문지
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• 제7권2호
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• pp.276-283
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• 2003

본 논문은 IMT-2000 단말기용 전력증폭기의 선형성을 증가시키기 위해 기존의 선형화 기법을 사용하는 대신 선형성이 우수한 Infineon 사의 SiGe HBT를 이용하여 IMT-2000 단말기용 2단 전력증폭기를 설계하고 제작하였다. HBT의 비선형 모델은 Gummel-Poon 모델을 이용하였으며, 등가모델을 이용하여 회로 시뮬레이터인 ADS를 사용하여 DC I-V 특성과 입ㆍ출력측의 S-파라미터 특성을 살펴보았다. 시뮬레이션한 S-파라미터를 이용하여 2단 전력증폭기의 첫째단은 고이득 조건으로 정합하고, 둘째단은 고출력 조건으로 정합하였다. 시뮬레이션 결과를 바탕으로 hybrid 형태로 제작한 2단 전력증폭기는 IMT-2000 상향 주파수 대역인 1920∼1980MHz에서 27.1dBm의 출력전력과 18.9dB의 전력이득, 20dB의 ACLR, 34%의 전력부가효율을 얻었다.

• Earthquakes and Structures
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• 제12권6호
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• pp.629-641
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• 2017

Foundation plays a significant role in safe and efficient turbo machinery operation. Turbo machineries generate harmonic load on the foundation due to their high speed rotating motion which causes vibration in the machinery, foundation and soil beneath the foundation. The problems caused by vibration get multiplied if the soil is poor. An improperly designed machine foundation increases the vibration and reduces machinery health leading to frequent maintenance. Hence it is very important to study the soil structure interaction and effect of machine vibration on the foundation during turbo machinery operation in the design stage itself. The present work studies the effect of harmonic load due to machine operation along with earthquake loading on the frame foundation for poor soil conditions. Various alternative foundations like rafts, barrette, batter pile and combinations of barrettes with batter pile are analyzed to study the improvements in the vibration patterns. Detailed computational analysis was carried out in SAP 2000 software; the numerical model was analyzed and compared with the shaking table experiment results. The numerical results are found to be closely matching with the experimental data which confirms the accuracy of the numerical model predictions. Both shake table and SAP 2000 results reveal that combination of barrette and batter piles with raft are best suitable for poor soil conditions because it reduces the displacement at top deck, bending moment and horizontal displacement of pile and thereby making the foundation more stable under seismic loading.

• Asian Pacific Journal of Cancer Prevention
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• 제15권12호
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• pp.4847-4849
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• 2014

A compariosn was made of survival outcomes of oncoplastic breast conserving therapy (oBCT) with nipple-areolar (NAC) preservation in women with centrally located breast cancer (CLBC) undergoing modified radical mastectomy (MRM) in China in a matched retrospective cohort study. We used a database including patients who received oBCT (n=91) or MRM (n=182) from 2003 to 2013 in our hospital. Matching was conducted according to five variables: age at diagnosis, axillary lymph node status, hormone receptor status, human epidermal growth factor-like receptor 2 status (HER-2) and tumor stage. The match ratio was 1:2. Median follow-up times for the oBCT and MRM groups were 83 and 81 months, respectively. There were no significant differences in 87-month overall, local, or distant recurrence-free survival between patients with oBCT and MRM (89%vs.90%; 93%vs.95%; 91%vs.92%;). For appropriate breast cancer patients, oBCT for CLBC is oncologically safe, oncoplastic techniques improving cosmetic outcomes.

• Computers and Concrete
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• 제6권2호
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• pp.167-185
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• 2009

Reinforced concrete floors constructed between movement restraints often crack seriously due to shrinkage after completion. One common mitigation measure is to construct the concrete floors in stages to allow part of the shrinkage movement to take place before completion. However, shrinkage movement analysis of concrete floors constructed in stages is quite cumbersome, as the structural configuration changes during construction, thus necessitating reanalysis of the partially completed structure at each stage. Herein, a finite element method for shrinkage movement analysis of concrete floors constructed in stages is developed. It analyses the whole structure, including the completed and uncompleted portions, at all stages. The same mesh is used all the time and therefore re-meshing and location matching are no longer necessary. This is achieved by giving negligibly small stiffness to the uncompleted portions, which in reality do not exist yet. In the analysis, the locked-in strains due to increase in elastic modulus as the concrete hardens and the creep of the hardened concrete are taken into account. Most important of all, this method would enable fully automatic shrinkage movement analysis for the purpose of construction control.

• Journal of Information Technology Applications and Management
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• 제12권1호
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• pp.49-68
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• 2005

It is one of the crucial components of electronic logistics systems to manage logistics information of cargos and transportation companies and to mediate appropriate brokerage between them. Due to the advance of e-Commerce technologies many kinds of logistics transactions can be handled by means of EDI or XML/EDI applications. but the brokering processing relies mostly on the traditional processes and the research in this field is still at the initial stage. In this paper we study a logistics brokering system for ships and cargos and describe the design and implementation of the system. We analyze the brokering constraints for logistics of cargos and ships and construct an optimization model for their brokering. We also suggest a brokering procedure and a simple heuristic algorithm with respect to the proposed matching criteria. The experimental result shows that the proposed greedy-based heuristic algorithm performs very well. In its response time the proposed algorithm executed within a couple of seconds independently of the number of cargos and the container capacities of ships. The output of the algorithm is very close to that of the optimal solution. showing higher than 95% of approximation. The proposed system is implemented for the Web environment using JSP and PL/SQL.

• 방송공학회논문지
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• 제21권4호
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• pp.569-577
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• 2016

위치 기반 서비스(LBS; Location Based Service)를 위한 장소 인식 기술은 사용자 중심의 서비스를 위한 중요 기술 중 하나이다. 이미지 특징을 이용한 장소 인식 방법 중에서 FLANN(Fast Library for performing Approximate Nearest Neighbor)의 이미지 어휘 트리를 이용하면 처리 속도가 빠르지만 가려짐 등으로 인해 인식의 정확도가 높지 않다. 본 논문에서는 SURF(Speeded Up Robust Features)를 사용한 쿼드(quad) 어휘 트리 기반의 장소 인식 방법을 제안한다. 학습 단계에서 데이터베이스 이미지를 세 단계의 공간 피라미드로 표현하고 각 영역에 대한 어휘 트리를 구성한다. 질의 이미지도 세 단계의 공간 피라미드로 표현하고 각 단계별로 어휘 트리 기반 인식을 수행한다. 또한 매칭된 특징 간의 호모그래피(homography) 관계를 측정하고 이를 만족하는 영역의 개수를 고려함으로써 최종 인식의 성능을 향상시켰다.

• 국제초고층학회논문집
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• 제7권3호
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• pp.255-264
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• 2018

This paper introduces three distinctive means for the use of a 189-meter high damped structure ensuring safety against earthquake: 1. Realization of L-shaped elevational structural planning: The bottom and top of the tower have belt trusses and hat trusses respectively to restrain the bending deformation. Furthermore, large-capacity oil dampers (damping force 6,000 kN) are installed in the middle part of the tower to restrain the higher-mode deformation. 2. Realization of L-shaped planar structural planning: We devised a means of matching the centers of gravity and rigidity by adjusting planar rigidity. Moreover, viscous damping devices are located at the edges of the L-shaped plan, where torsional deformation tends to be amplified. We call this the "Damping Tail" system. 3. Composite foundation to equalize deformations under different loading conditions: We studied the vertical and horizontal deformations using sway-rocking and 3D FEM models including the ground, and applied multi-stage diameter-enlarged piles to the tower and a mat foundation to the podium to keep the foundations from torsional deformations and ensure structural safety.

• 한국전자파학회논문지
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• 제28권10호
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• pp.832-835
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• 2017

본 논문은 고속 무선 데이터 통신을 위한 V-band 차동 저잡음 증폭기를 65-nm CMOS 공정을 이용하여 설계한 결과를 제시한다. 설계한 저잡음 증폭기는 3단 공통소스 구조이며, MOS 커패시터를 이용한 커패시턴스 중화 기법을 적용하였고, 트랜스포머를 이용하여 각 단의 임피던스 정합을 구현하였다. 제작한 저잡음 증폭기는 63 GHz에서 최대 이득 23 dB을 보이며, 3 dB 대역폭은 6 GHz이다. 제작한 칩의 크기는 패드를 포함하여 $0.3mm^2$이며, 1.2 V 공급 전원에서 32 mW의 전력을 소비한다.