• Journal of the Korean Wood Science and Technology
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• 제19권3호
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• pp.45-52
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• 1991

To investigate opportunities for wood frame housing and to activate wood frame house construction, trends of construction activities. preference about housing, and building codes related to wood frame housing were discussed. And two models of wood frame house were developed and construction cost was analyzed to compare with comparative masonry houses. The results obtained were as follows: 1. While 77.8% of people prefer single-family houses, majority of people(74.9%), ironically, possess multi-family houses such as apartments Wood work cost was ratio of 4% of total building cost. while wood material cost accounted merely for 11 % out of total building material cost. 2. Building code was not major barrier to residential house at height under 13m. The building code regulated major structural member and family boder wall of multi-family house to be built with fire retardant material. 3. The proper wood frame house was analyzed of town house or villa type locating in suburban of big city with hot ondol system for the upper middle class. 4 There was no difference in construction cost between western style wood frame house and comparable masonry house, but construction cost for Korean style wood frame house is 27% higher than that of comparable masonry house. It was necessary to reduce materials and cost down by prefabrication technique for both style of wood frame house.

• 한국구조물진단유지관리공학회 논문집
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• 제5권3호
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• pp.131-139
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• 2001

Experimental programs were accomplished to improve and evaluate the structural performance of RC frame structures with masonry infilled wall, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility etc. Test variables are restraining factors of frame, with or without masonry infilled wall, and masonry method. Six reinforced concrete rigid frame and masonry infilled wall were tested and constructed in one-third scale size under vertical and cyclic loads simultaneously. Based on the test results, the following conclusions can be made. For masonry infilled wall with restraining factors of frame(IFWB-1~3), cumulated energy dissipation capacities were increased by 1.35~1.60 times in comparision with that of masonry infilled wall(IFB-1) at final stage of testing. For masonry infilled wall with restraining factors of frame, maximum horizontal capacities were increased by 1.91~2.24 times in comparision with that of rigid frame.

• 대한전자공학회논문지SP
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• 제46권6호
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• pp.123-131
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• 2009

LCD(Liquid Crystal Display)의 발전은 이전에 사용하던 CRT를 대체하고 있다. 하지만 LCD와 같은 홀드 타입(Hold type)형 디스플레이의 구조적 특성으로 인해 동영상 재생 시 움직임 블러나 움직임 저더 등의 많은 문제점이 발생했다. 이를 해결하기 위해 화면 사이사이에 새로운 화면을 생성하여 화질을 개선하기 위한 화면 보간 기법을 사용하고 있다. 본 논문에서는 우세 움직임 벡터와 블럭간 분산값의 차이를 이용한 화면 보간 기법을 제안한다. 제안하는 알고리즘은 먼저 생성되는 프레임 전후의 프레임에 대하여 블록매칭을 이용한 단방향 움직임 추정을 통한 블록 움직임 예측을 하게 된다. 그리고 블록 움직임 예측에서 찾지 못한 부분을 비교 블록간 분산값을 통해 픽셀 평균값과 영향이 큰 모션 벡터를 선택하여 적용시키는 픽셀 움직임 예측으로 새로운 프레임을 생성한다. 제안하는 알고리즘을 이용하여 여러 실험영상의 프레임 보간 결과를 비교하였으며, 기존 알고리즘인 양방향 화면 보간 방법에 비하여 약 3dB 정도의 PSNR 증가를 얻을 수 있었고 단방향 화면 보간 방법에 비해 계산량을 줄일 수 있었다.

• 한국공간구조학회논문집
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• 제10권4호
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• pp.113-122
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• 2010

대공간 스페이스 프레임 구조물은 구조물의 목적 및 설계자의 의도와 함께 다양한 형상으로 구성될 수 있으며, 다양한 구조물 형식에 적용될 수 있다. 그러나 이러한 대공간 스페이스 프레임 구조물의 최적의 부재크기나 형상은 구조 엔지니어의 경험과 반복적인 해석 그리고 시행착오적인 방법 때문에 그 결정이 쉽지 않다. 따라서 본 논문에서는 설계자가 구조물의 최적 형상을 선택할 수 있는 방안을 제시하기 위해 먼저 타원형 및 볼트복합형과 같은 다양한 유형의 스페이스 프레임 구조물이 선정되며, 절점, 좌표 및 부재 생성을 위한 형상생성방법이 고려된다. 또한 스페이스 프레임 구조의 최적설계 절차에서 각 절점 좌표는 높이 변화나 링의 개수에 따라 변하게 되므로 최적설계 과정에서 절점파 부재의 자동생성기법이 적용된다. 다음으로 형상생성방법을 기반으로 한 형상생성모듈은 구조물의 최적화 단계에 앞서 설계자가 원하는 형상을 생성해주는 모듈이며, 최적화 단계에서는 해석 모듈과 최적화모듈이 연계된다. 마지막으로 예제 모델을 통해 형상생성방안 및 최적설계 방안의 효율성을 검토한다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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• pp.227-234
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• 2001

The responses of a 1:5 scale 3-story masonry-infilled RC frame which was designed only for gravity loads were simulated by using a nonlinear analysis program, DRAIN-2DX The objective of this study is to verify the correlation between the experimental and analytical responses of masonry-infilled RC frame. It is concluded from this comparison that the strength and stillness of the whole structure can be predicted with quite high reliability using compressive strut (compression link element, Type 09) while some local behavior cannot be described reasonably.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2009년도 9th International Meeting on Information Display
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• pp.1164-1167
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• 2009

Motion-image-quality of LCD-TVs is discussed by dynamic spatial frequency response. Smaller temporal aperture or higher frame rate can improve dynamic response, but an increase of motion velocity easily cancels the improvement. A guideline for deciding the desirable temporal aperture and frame rate of LCD-TVs is described, under the condition that camera and display have the same parameters. Two candidates of the desirable parameter sets will be (240 or 300 Hz, 50 to 100% aperture) and (120Hz, 25 to 50% aperture), from the viewpoint of "limit of acceptance" on motion-imagequality-deterioration for critical picture materials.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.313-320
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• 2003

The responses of a 1:5 scale 3-story masonry-infilled RC frame which was designed only for gravity loads were simulated by using a nonlinear analysis program, DRAIN-2DX. The objective of this study is to verify the correlation between the experimental and analytical responses of a masonry-infilled RC frame. It is concluded from this comparison that the strength and stiffness of the whole structure can be predicted with quite high reliability using compressive strut (compression link element, Type 09).

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.93-101
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• 2003

Steel frame-type retaining walls(SFRW) are constructed by on site bolting of prefabricated steel frames and internal filling of materials such as rocks with the size of 150-300mm. Easy & fast construction, superior drainage performance and structural performance to rigorous site conditions are some of the merits of applying the SFRW to various construction sites. After the development of the structural details, a test construction of SFRW, with the height of 6m and 30m in length, was carried out at an apartment site. After completion, several months of monitoring was carried out on the structure to check displacement, tilting, settlement, soil pressures and drainage characteristics. The results of the structural behavior of SFRW along with its construction methods are presented in the paper.

• 대한수학회지
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• 제49권3호
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• pp.571-583
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• 2012

Let $G$ be a metrizable, ${\sigma}$-compact locally compact abelian group with a compact open subgroup. In this paper we define the Gramian and the dual Gramian operators for shift invariant subspaces of $L^2(G)$ and we use them to characterize shift generated dual frames for shift in- variant spaces, which forms a frame for a subspace of $L^2(G)$. We present necessary and sufficient conditions for which standard dual is a unique SG-dual frame of type I and type II.

• Earthquakes and Structures
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• 제5권5호
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• pp.571-588
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• 2013

Many of the current buildings in Algeria were built in the past without any consideration to the requirements of the seismic code. Among these buildings, there are a large number of individual houses built in the 1980's by their owners. They are Reinforced Concrete (RC) frame structures with unreinforced hollow masonry infill walls. This buildings type experienced major damage in the 2003 (Algeria) earthquake, generated by deficiencies in the structural system. In the present study, special attention is placed upon examining the vulnerability of RC frame houses. Their situation and their general features are investigated. Observing their seismic behavior, structural deficiencies are identified. The seismic vulnerability of this type of buildings depends on several factors, such as; structural system, plan and vertical configuration, materials and workmanship. The results of the vulnerability assessment of a group of RC frame houses are presented. Using a method based on the European Macroseismic Scale EMS-98 definitions, presented in previous studies, distribution of damage is obtained.