• 대기
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• 제15권3호
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• pp.149-153
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• 2005

A balloon-borne Optical Particle Counter (hereafter "OPC Sonde"), which was developed by the atmospheric research group of Nagoya University, is used for getting the information of vertical profile of particle size and concentration in Anmyeon ($36^{\circ}32^{\prime}N$ $126^{\circ}19^{\prime}E$) on 18 March 2005. A range of five different particle sizes is shown in the vertical profile of aerosol number density estimated from the OPC Sonde. It was found that small size particles have vertically larger aerosol number density than relatively big ones. For all size ranges the vertical aerosol number density shows a decreased pattern as the altitude becomes higher. The aerosol number density of $0.3{\sim}0.5{\mu}m$, $0.5{\sim}0.8{\mu}m$, $0.8{\sim}1.2{\mu}m$ size ranges at the 10km height, which is the tropopause approximately, are $1,000,000ea/m^3$, $100,000ea/m^3$, $10,000ea/m^3$ respectively. The data of OPC Sonde are also compared with the data of PM10 $\beta$-ray) and Micro Pulse Lidar which are operating at Korea Global Atmosphere Watch Observatory in Anmyeon.

• 한국주거학회논문집
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• 제17권3호
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• pp.61-69
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• 2006

Vertical vibrations on the slab of buildings are affected by types of vibration sources, transfer paths, and the material property and the size of members. Among these parameters, the vibration sources and the transfer path can not be controlled, but the property and the size of members can be controlled in the phase of design the members. In this study, the vibration responses according to the property and size of members were obtained by using a prediction program based on dynamic-stiffness matrix. Three parameters which are not usually considered as major factors for architecral planning were selected fur these analyses. They are the strength of materials, the thickness of wall and the thickness of slab. The ground vibration source located near a building was used as vibration input data in the analyses. This study has its originality on presenting appropriate property and size of structural members in order to reduce vertical vibration of slab in shear-wall structures. Analysing the results from the vibration estimation program according to the variations of parameters, the appropriate ratio among the sizes of structural members were proposed. From these results, the vibration level on the slab which is not constructed yet would be predicted and the vibration peak level can be reduced or shifted into the desirable frequency range. Therefore, the vertical vibration could be controlled in the phase of designing buildings.

• 한국해양공학회지
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• 제15권3호
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• pp.114-119
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• 2001

Goda formula (Goda, 1973) has been used in the determination of wave pressures acting on a large size caisson such as the pier of the cable stayed bridge at sea. Goda formula, however, is to evaluate the wave pressures acting the infinite vertical caisson of composite breakwater so that it can`t be applied to a large caisson with finite width and length because of diffraction effects. In the present study, three dimensional nonlinear frequence domain method based on perturbation method and boundary integral method is applied to the computation of the linear and nonlinear wave pressures acting on the front of a large size caisson under the variation of its width and length, and angle of incident wave. The numerical results are compared to Goda\`s ones, and then the characteristics of wave pressure distributions acting on a large size caisson are discussed.

• 한국지진공학회논문집
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• 제3권1호
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• pp.113-122
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• 1999

일본 고베지진후 구조물 수직방향 내진거동의 중요성은 잘 인식되었으나 대부분의 내진설계규준에서는 지반조건을 규정하지 않아 수직방향 구조물 내진해석시 대개 토질과 기초조건을 무시하고 수행하였다 이 논문에서는 연약지반이 Taft 지진과 El Centro 지진의 수직방향 지진하중을 받는 구조물의 수직방향 반응에 미치는 영향을 알아보기 위해 기초크기, 기초 및 지반깊이 , 기초근입깊이 및 말뚝기초가 수직방향 내진반응스펙트럼에 미치는 영향에 대해 연구하였는데 지반은 UBC-97에서 분류한 Sa. Sc. SE를 기초크기는 중 대형 기초를. 기초 및 지반깊이는 30m 와 60m를 기초근입깊이를 0m와 15m를 고려하였으며 연약지반에 설치한 말뚝은 기성제 콘크리트 선단지지말뚝을 고려하였다 연구결과에 의하면 기초크기는 구조물의 수직방향 내진반응에 별 영향이 없지만 지반깊이는 수평방향 내진해석에서처럼 기초 및 60m까지 고려해야 하며 연약지반위에 설치된 묻힌기초와 얕은 말뚝기초는 구조물의 수직방향 내진거동을 크기 증폭시켰다.

• 보건행정학회지
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• 제14권2호
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• pp.1-16
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• 2004

The study purpose was to find which factors affect selection of hospital network types. This study used the 1998 American Hospital Association Annual Survey Database from Health Forum. Among these U.S. hospitals, the researcher selected hospitals located in Metropolitan Statistical Areas. Therefore the final observation cases for analysis are 1,971 Metropolitan Statistical Area hospitals in the United States. To identify significant variables influencing hospital network types, the study used proportional odds logistics regression model on population size, Health Maintenance Organization penetration rate, and market competition rate of area including a hospital, types of hospital ownership, hospital bed size, proportion of Medicare patients and Medicaid patients in total hospital patients, and occupancy rate. Contrary to conventional wisdom, selection of hospital network types was influenced by population size of area which a hospital located, types of ownership, hospital bed size, and proportion of medicare patients rather than Health Maintenance Organization penetration. Population size 1,000,000-2,499,999 had the highest probability of selecting type IV (clinical-vertical integration) from an independent hospital, and a religious group owned hospitals and for-profit owned hospitals had the highest probability of selecting Type IV (clinical-vertical integration) from an independent hospital. A bed size had positive relation on selecting Type IV (clinical-vertical integration) from an independent hospital. Unlikely general belief that the selecting types of hospital network was determined by the change of health insurance policy such as Health Maintenance Organizations and Preferred Provider Organizations, the types of hospital network were influenced by community characteristics such as population size, and hospital characteristics.

• Journal of the Optical Society of Korea
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• 제4권1호
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• pp.58-61
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• 2000

Viewing zone shape and size perform a key role in creating viewing comfort for the viewer. The horizontal and vertical sizes of viewing zones, formed by a full color transmission type holographic screen with a stereoscopic image projection are investigated. The screens have been recorded as holograms of a narrow stripe shaped object with different width; to extend the vertical size of the viewing zone the holograms were exposed two times with the hologram shifting between exposures. The viewing zone parameters were measured as a function of the stripe width of the object and of the exit pupil size of projection optics for several holographic screens having the size of the 30 $\times$ 40 $\textrm{cm}^2$.

• 대한치과보철학회지
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• 제48권4호
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• pp.259-265
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• 2010

연구 목적: $\beta$-Tricalcium phosphate/Hydroxyapatite ($\beta$-TCP/HA) 입자가 혼합된 합성 골 이식재의 particle size가 토끼의 두개골에서 타이타늄 메쉬를 이용해 시행된 골유도 재생술의 결과에 미치는 영향을 평가하고자 하였다. 연구 재료 및 방법: 여섯 마리의 수컷 뉴질랜드 산 백토끼 (5 kg)를 이용하여 실험 하였다. 토끼 두개골의 정 중앙을 절개하고 전층 판막을 형성하여 박리하였다. 두개골의 네 부위에 6 mm 직경의 트레핀 바 (XTP 5406; Dentium, Seoul, Korea)로 원형의 홈을 형성한 후 blood supply를 위해 원형의 홈안에 1 mm 직경의 라운드 바로 다섯 개의 작은 구멍을 형성하였다. 형성된 네 개의 홈 위에 표준화되어 맞춤 제작된 반구형 타이타늄 메쉬 (높이 3 mm, 직경 6 mm; Dentium, Seoul, Korea)를 위치시키고 세 개의 2 mm 길이의 티타늄 핀 (Dentium, Seoul, Korea)을 이용하여 고정하였다. 대조군은 이식재를 포함시키지 않았고 나머지 타이타늄 메쉬들은 실험군으로서 서로 다른 세 가지 크기의 이식재를 각각 담아서 고정하였다. 이식재 ($Osteon^{(R)}$, Dentium, Seoul, Korea)의 성분은 HA와 $\beta$-TCP ($\beta$-TCP/HA)가 혼합되어 있는 합성골 이식재이며 실험군으로 사용한 이식재의 크기는 각각 small (0.3 - 0.5 mm), medium (0.5 - 1.0 mm), large (1.0 - 2.0 mm) size 였다. 8주의 치유기간 후에 토끼를 희생시킨 후 조직 표본을 제작하고 CCD 카메라 (Polaroid DMC2 digital Microscope Camera (Polaroid Corporation, Cambridge, MA 02139, USA))가 부착되어 있는 광학 현미경 (Olympus BX, Tokyo, Japan)을 이용하여 두 가지 배율 (12.5배, 40배)로 조직학적 소견을 관찰하였다. 신생 골부위와 남은 골이식재 부위의 넓이를 측정하여 타이타늄 메쉬 내부 공간에서 차지하는 면적의 비율(%)을 구하였다. 그 수치들을 Mann-Whitney U-test와 Wilcoxon signed rank-test를 이용하여 통계 분석하였다 ($\alpha$ = .05). 결과: 대조군과 $\beta$-TCP/HA를 이식한 나머지 세 군의 신생골 형성을 비교하면 통계적으로 유의하게 $\beta$-TCP/HA를 이식한 군에서 신생골 형성이 더 많았다 (P = .003). 서로 다른 particle size 간 비교에서는 신생골 형성에 있어서 통계적으로 유의한 차이는 없었다. 하지만 형성된 수직골 총량 (신생골과 이식골의 면적의 합)을 각 그룹 간에 비교해 보면 대조군보다 $\beta$-TCP/HA를 이식한 군이 통계적으로 더 많은 비율을 나타내었고 (P = .001), 특히 $\beta$-TCP/HA 이식 군간 비교에서는 medium size 군이 large particle size 군보다 통계적으로 더 큰 면적을 나타내었다 (P = .039). 그러나 large particle size 군과 small particle size 군 사이 그리고 medium size 군과 small particle size 군 사이에는 통계적으로 유의한 차이를 보이지 않았다 (P> .05). 결론: 티타늄 메쉬를 이용한 수직골 증대술에서 $\beta$-TCP/HA 합성골을 사용하는 경우 수직골 형성에 기여하며 특히 medium size (0.5 - 1.0 mm)의 $\beta$-TCP/HA 이식재가 large size 이식재 보다 더 우수한 수직골 형성의 결과를 보였다.

• 대한산업공학회지
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• 제23권3호
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• pp.533-544
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• 1997

Among numerous factors that have an effect on visual field, the effects of background condition on the size of the visual field were investigated to obtain more practical visual field that can be readily applicable to industrial settings. A visual experiment was conducted, in which the subject was instructed to search a target with distinct orientations. Size contrast, meridian, nontarget density, and subject's gender showed a significant effect on the size of the visual field at $\alpha=0.01$. The size of the visual field was linearly proportional to size contrast, and inversely proportional to density. Female's visual fields were found to be significantly larger than male subjects', The size of the visual field on horizontal axis was larger than that on vertical axis, and the size of the head & eye field on right meridian was also larger than that on left meridian. The shape was found to be horizontally oriented oval and statistically asymmetric with respect to horizontal and vertical axes. The regression equations to predict the visual fields on the given background condition were suggested. The visual fields suggested in this study would be valuable to the design of visual displays and the panel layout of various displays and controls.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.129-132
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• 2006

This paper is to investigate passing performance of high performance concrete between reinforcing bar depending on maximum size of coarse aggregates. Increase in maximum size of coarse results in decrease in water demand and sand to aggregate to secure target slump flow. The larger the maximum size of coarse aggregates is, the denser the space between reinforcing bar is, the amount of concrete passed through the reinforcing bar cage shows to decrease. HPC has favorable passing performance, regardless of aggregate size, when only vertical reinforcing bar is arranged. Whereas, when vertical and horizontal reinforcing bar is arranged at the same time, proper space between reinforcing bar is considered larger than 32mm in case of using 20mm coarse aggregate, 38mm in case of using 25mm aggregate. The increase in maximum size of coarse aggregate leads to increase compressive strength slightly. Length change shows to be decreased with the increase in maximum size of coarse aggregate.

• 전자공학회논문지S
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• 제35S권2호
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• pp.114-125
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• 1998

In this study, for the first time, we propose the ADI(Adaptive De-Interlacing) algorithm, which improves visually and subjectively, horizontal and vertical edges on the image processed by the ELA (Edge Based Line Average) method. The proposed ADI algorithm enlargesthe window size to 5*3 in order to utilize the feature of the continuity of edges, and the adaptive interpolator is employed to decide adaptiely horizontal, diagonal, and vertical edges. Based on the results of the compter simulation, it is confimed that the new ADI algorithm improve the PSNR by 0.5dB in the Lena image with 512*512 size and by 0.4dB in the sequence image of a salesman, respectively. For the horizontal and vertial edges on the still and salesman sequence images, the proposed ADI algorithm has better visulal improvement than the conventional ELA algorithm.