• 한국방사선학회논문지
• /
• 제11권3호
• /
• pp.161-169
• /
• 2017

방사선 치료 시 자세 확인 촬영을 목적으로 3차원 영상 획득이 가능한 콘빔씨티 촬영이 많이 이용되고 있다. 본 연구에서는 몬테칼로 기법을 이용한 모의실험을 통해 콘빔씨티 촬영 시 피폭선량을 정략적으로 분석하고 표준화된 데이터를 제시하고자 한다. 실험은 MCNPX(ver. 2.5.0)를 이용하였으며, 먼저 콘빔씨티를 모사한 후 광자선 스펙트럼을 분석하였다. 그리고 물 팬텀을 모사하여 깊이별 심부선량 백분율과 흡수선량을 측정하였다. 광자선 스펙트럼을 분석한 결과, 관전압 80 ~ 120 kVp 에서 평균 에너지는 조건에 따라 25.7 ~ 52.6 keV로 나타났으며 특성X선 에너지는 9, 60, 68, 70 keV로 나타났다. 물 팬텀을 사용하여 심부선량 백분율을 측정한 결과 표면에서 최대선량이 나타났으며 깊이가 깊어질수록 감소하는 것으로 나타났다. 흡수선량 또한 깊이가 증가할수록 감소하였으며 팬텀 전체가 받는 흡수선량은 9.7 ~ 18.7 mGy로 나타났다. 이는 일반적으로 방사선 치료에 사용되는 주당 처방선량인 약 10Gy의 0.2%를 차지하는 선량이며 이는 치료효과에는 큰 영향을 미치지 않을 것으로 판단된다. 그러나 처방선량에 비해 미미한 수준일지라도 이를 간과해서는 안 될 것이다.

• 한국강구조학회 논문집
• /
• 제26권4호
• /
• pp.323-334
• /
• 2014

본 연구에서는 표준화재에 노출된 무피복 콘크리트충전강관(CFT)기둥의 내화성능 및 거동 특성을 파악하고자 화재실험 및 수치해석 연구를 수행하였다. 실험변수로는 기둥높이, 하중비, 단면크기를 고려하였고, 이들이 CFT 기둥의 내화성능에 미치는 영향을 알아보고자 단면내 온도변화 및 축변형을 분석하였다. 실험결과 모든 실험체의 강관에서 국부좌굴이 발생, 콘크리트로 하중전이가 일어났고, 이후 콘크리트 압괴로 이어졌다. 이는 CFT 기둥의 전체 휨좌굴과 함께 국부좌굴이 내화설계의 주요 변수로 고려되어야 함을 시사한다. 하중비가 증가할수록 콘크리트저항구간이 줄어들면서 전체적인 내화시간이 감소하였다. 강재한계온도에 근거한 합성부재의 내화성능평가는 실제 하중지지력에 의한 내화시간에 비해 다소 보수적임을 확인하였고, 기존 연구자들의 제안식에 의한 성능예측결과도 실제 내화성능과 비교해볼때 개선의 여지가 있었다. 화재시 CFT 기둥의 내화성능을 예측하기 위하여 유한요소해석을 수행하였고, 실험결과와 비교할 때 신뢰성 있는 예측값을 나타냄을 확인하였다.

• 감성과학
• /
• 제12권1호
• /
• pp.65-76
• /
• 2009

본 연구는 남녀 대학생을 대상으로 동일색조 코디네이션과 1:2:3면적비 변화에 따른 스트라이프 넥타이의 감성이미지와 상호작용효과를 알아보고자 한다. 이들 단서로 사용된 56개 자극물은 4가지 색조합, 2가지 색조, 7가지 면적비로 구성되었고, 감성이미지는 26개의 형용사쌍에 대해 7단계로 평가되었다. 조사대상자는 경남, 서울, 부산, 대구 등지에 거주하는 대학생 1344명의 피험자로 하였으며, 그 연구결과는 다음과 같다. 동일색조 코디네이션과 1:2:3면적비 변화에 따른 스트라이프 넥타이의 감성이미지를 요인분석한 결과 매력성, 젊음 활동성, 현시성, 능력성, 온유성의 5가지 차원으로 도출되었다. 색조합과 색조는 감성이미지의 모든 요인에서 독립적인 영향을 나타내었다. 또한 색조는 면적비와 상호작용하여 현시성과 능력성 요인에서 두드러진 단서로 작용하였다. 성별과 면적비는 젊음 활동성 요인에서, 성별과 색조는 온유성 요인에서, 색조합과 색조는 현시성과 온유성 요인에서 상호작용효과를 나타내었다. 이러한 연구결과는 남성 코디네이션을 위한 효과적인 기초자료로 활용될 것이다.

• 헤리티지:역사와 과학
• /
• 제52권4호
• /
• pp.264-271
• /
• 2019

별을 관측하는 천문대로 잘 알려진 경주 첨성대는 그 모양과 성격이 독특하고 원래의 모습으로 잘 보존되어 있어 역사적·학술적·예술적 가치가 높은 문화재이다. 그동안 많은 연구자들이 첨성대의 외부 구조와 지반 안전성, 지진 재해 위험도 평가 연구 등 과학적인 조사를 이용한 첨성대의 평가를 진행해왔으나 첨성대의 지하 구조에 대해서는 조사가 매우 미흡하였다. 이 논문에서는 첨성대와 관련한 주변의 매장문화재 존재 여부와 첨성대의 기초부를 확인하기 위하여 지하투과레이더(GPR) 탐사를 수행하고 2차원과 3차원 영상을 통해 첨성대의 지하 구조를 정밀 분석하였다. 그 결과, 0.4~0.6m 깊이에서는 절반 정도만 남아 있긴 하지만 12개의 작은 물체들이 원형의 배치를 이루고 있고, 0.7~1m 깊이에서는 정면 4칸, 측면 3칸의 건물지로 추정되는 반응이 첨성대를 중심으로 주변에 분포하는 것이 확인되었다. 또한 첨성대의 직하부에는 이미 알고 있는 2단의 기단부 외에 7×7m 크기의 방형 시설이 깊이 0.6m에 존재하며, 깊이 1.2~3m에서는 첨성대의 기초시설로 추정되는 반응이 확인되었다. 이 기초시설은 동서 11m, 남북 12m의 타원형이며 첨성대 기단을 중심으로 북·서·동측면은 1m 이내로 짧고 남측면은 5m 정도로 넓게 분포하고 있다.

• Journal of Electrical Engineering and Technology
• /
• 제13권2호
• /
• pp.936-942
• /
• 2018

The diagnostic multi-leaf collimator preventing unnecessary dose from entering into patients during the diagnostic examination was made in this study. The movement of the entire 50 leaves was embodied with the group of 25 ones thereof configured in a pair facing each other on the left and right of the median line. Dimensions of the length, width, and height of each shielding leaf were $5{\times}0.5{\times}0.5cm^3$ resulting in the maximum boost field of $10{\times}10cm^2$. The material of multi-leaf collimator had the excellence on the machinability with the use of the SKD-11 alloy tool steel having the high wear resistance against frequent movement, and it was devised to control both-side's shielding leaves by moving 2 motors unlike existing remedial multi-leaf collimator that use as many motors as the number of 50 shielding leaves. Thereafter, the transmission dose of leaves, cross-leaf leakage dose, and inter-leaf leakage dose were measured by the developed multi-leaf collimator attached to X-ray equipment. An ionization chamber was used to detect doses there from, and the comparative analysis was carried out by means of the radiographic film that was easy to detect the dose leakage in between each leaf. Results obtained from the test conducted in comparative analysis yielded approximately 98%, 96%, and 94% of shielding efficiency realized at each level of energy of 80kV, 100kV, and 120kV it was confirmed there was no dose leakage resulted from the varied level of irradiation energy. Thus the multi-leaf collimator to be developed based on this study is thought that it could fully reduce the unnecessary dose to patients in the diagnostic test and the shielding efficiency thereof is expected to be increasing if it is made in a miniaturized form with a way of increasing the thickness of each leaf later for an extended application to general diagnostic purposes.

• 재무관리연구
• /
• 제2권1호
• /
• pp.55-75
• /
• 1986

This article is to analyse the economic efficiency of capital market, which plays a role of resource allocation in terms of financial claims such as stock and bond. It provides various contributions to the welfare theoretical aspects of modern capital market theory. The key feature that distinguishes the theory described here from traditional welfare theory is the presence of uncertainty. Securities has time dimensions and the state and outcome of the future are really uncertain. This problem resulting from this uncertainty can be solved by complete market, but it has a weak power to explain real stock market. Capital Market is faced with the uncertainity because it is a kind of incomplete market. Individuals and firms in capital market made their consumption-investment decision by their own criteria, i. e. the maximization of expected utility form intertemporal consumption and the maximization of the market value of firm. We noted that allocative decisions that had to be made in the economy could be naturally subdivided into two groups. One set of decisions concerned the allocation of first-period resources among consumption $C_i$, investment in risky firms $I_j$, and riskless investment M. The other decisions concern the distribution among individuals of income available in the second period $Y_i(\theta)$. Corresponing to this grouping, the theoretical analysis of efficiency has also been dichotomized. The optimality of the distribution of output in the second period is distributive efficiency" and the optimality of the allocation of first-period resources is 'the efficiency of investment'. We have found in the distributive efficiency that the conditions for attainability is the same as the conditions for market optimality. The necessary and sufficient conditions for attainability or market optimality is that (1) all utility functions are such that -$\frac{{U_i}^'(Y_i)}{{U_i}^"(Y_i)}={\mu}_i+{\lambda}Y_i$-linear risk tolerance function where the coefficients ${\mu}_i$ and $\lambda$ are independent of $Y_i$, and (2) there are homogeneous expectations, i. e. ${\Large f}_i(\theta)={\Large f}(\theta)$ for every i. On the other hand, the efficiency of investment has disagreement about optimal investment level. The investment level for market rule will not generally lead to Pareto-optimal allocation of investment. This suboptimality is caused by (1)the difference of Diamond's decomposable production function and mean-variance valuation model and (2) the selection of exelusive investment or competitive investment. In conclusion, this article has made an analysis of conditions and processes of Pareto-optimal allocation of resources in capital marker and tried to connect with significant issues in modern finance.

• 한국의류학회지
• /
• 제15권2호
• /
• pp.199-209
• /
• 1991

In this paper, the fabrics for Korean folk clothes(KFC) undergoes repeated laundering under given condition. After this cyclic laundering was applied, the mechanical properties of the specimen were measured using KES-F system in order to evaluated the end-use performance of fabrics for KFC. And also, the crease recovery of fabrics for KFC were measured by shirley crease recovery tester. 78 different kinds of commercial silk fabrics and polyester fabrics for KFC were used for this study. The experimental results were analysed statistically to relate the mechanical properties and the crease recovery of fabrics for KFC. Furthermore, these changes in dimensional stability, mechanical properties and handle of fabrics for KFC were discussed in comparison with those values for silk fabrics and polyester fabrics. The results obtained are as follows. 1. Regardless of materials, remarkable increase are observed in shrinkage of the fabrics for KFC about repeated laundering, but dull increase are observed in shrinkage after 10 cycles of the repeated laundering. On the other hand, slack extend are observed in dimensions after 20 cycles of the repeated laundering. The shrinkage of fabrics for KFC after 10 cycles of the lundering showed that the silk fabrics are $1.74{\pm}0.33\%$ (warp direction) and $1.35{\pm}0.23\%$ (weft direction) and the polyester fabrics are $1.45{\pm}0.22\%$ (warp direction) and $1.25{\pm}0.23\%$ (weft direction). 2. Except for tensile property, these changes in mechanical properties of fabrics for KFC by laundering have $\pm$ 16 range of bending, shearing, compression, surface, thickness & weight as compared with before laundering. Particularly, the LT and RT about $1\~3$ cycles of the repeated laundering showed remarkable decrease. And SMD, WC, T & W of fabrics for KFC by the laundering were more increased than one for original fabrics. But B, 2HB, G, 2HG, 2HGS were decreased more than one for original fabrics. 3. 'Stiffness', 'Anti-drape', 'Crispness' and 'Scroop' hand values decrease and'Fullness & softness', 'Flexibility & softness' hand values increase with repeated laundering. 4. Remarkable decrease are observed in crease recoveries about $1\~5$ cycles of the repeated lundering, but slack decrease are observed in crease recoveries after 5 cycles of repeated laundering. The crease recovery of fabrics for KFC have negative(-) correlation with LT, RT, G, RC and MMD, This fact implies that the smaller these values, the larger the crease recovery. The crease recovery of fabrics for KFC has a high degree of correlation with the mechanical properties such as shearing, compression, surface property. And also, the crease recovery are expected by measuring the mechanical properties such as G, 2HG, 2HGS, RC, WC, LC, MIU, MMD and SMD, according to the obtained regression equation.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2015년도 학술발표회
• /
• pp.227-227
• /
• 2015

The Wairarapa Valley occupies a predominantly rural area in the lower North Island of New Zealand. It supports a mix of intensive farming (dairy), dry stock farming (sheep and beef cattle) and horticulture (including wine grapes). The valley floor is traversed by the Ruamahanga River, the largest river in the Wellington region with a total catchment area of 3,430 km2. Environmental, cultural and recreational values associated with this Ruamahanga River are very high. The alluvial gravel and sand aquifers of the Wairarapa Valley, support productive groundwater aquifers at depths of up to 100 metres below ground while the Ruamahanga River and its tributaries present a further source of water for users. Water is allocated to users via resource consents by Greater Wellington Regional Council (GWRC). With intensifying land use, demand from the surface and groundwater resources of the Wairarapa Valley has increased substantially in recent times and careful management is needed to ensure values are maintained. This paper describes the approach being taken to manage water resources in the Wairarapa Valley and redefine appropriate limits of sustainable water use. There are three key parts: Quantifying the groundwater resource. A FEFLOW numerical groundwater flow model was developed by GWRC. This modelling phase provided a much improved understanding of aquifer recharge and abstraction processes. It also began to reveal the extent of hydraulic connection between aquifer and river systems and the importance of moving towards an integrated (conjunctive) approach to allocating water. Development of a conjunctive management framework. The FEFLOW model was used to quantify the stream flow depletion impacts of a range of groundwater abstraction scenarios. From this, three abstraction categories (A, B and C) that describe diminishing degrees of hydraulic connection between ground and surface water resources were mapped in 3 dimensions across the Valley. Interim allocation limits have been defined for each of 17 discrete management units within the valley based on both local scale aquifer recharge and stream flow depletion criteria but also cumulative impacts at the valley-wide scale. These allocation limits are to be further refined into agreed final limits through a community-led decision making process. Community involvement in the limit setting process. Historically in New Zealand, limits for sustainable resource use have been established primarily on the basis of 'hard science' and the decision making process has been driven by regional councils. Community involvement in limit setting processes has been through consultation rather than active participation. Recent legislation in the form of a National Policy Statement on Freshwater Management (2011) is reforming this approach. In particular, collaborative consensus-based decision making with active engagement from stakeholders is now expected. With this in mind, a committee of Wairarapa local people with a wide range of backgrounds was established in 2014. The role of this committee is to make final recommendations about resource use limits (including allocation of water) that reflect the aspirations of the communities they represent. To assist the committee in taking a holistic view it is intended that the existing numerical groundwater flow models will be coupled with with surface flow, contaminant transport, biological and economic models. This will provide the basis for assessing the likely outcomes of a range of future land use and resource limit scenarios.

• 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
• /
• 제27권3호
• /
• pp.71-78
• /
• 2021

Purpose: It is important to plan the ward module at a time when the size of beds, the floor area, and the construction budget are all set prior to the hospital design. In this context this study aims (1) to derive various factors affecting the ward module, and (2) to analyze the appropriate room module according to the type. Methods: Design factors related to hospital modules are derived through precedential studies, and the types of ward elevation are classified by reviewing the drawings of 18 case hospitals. And the detailed dimensions and area of the derived elements are analyzed. Results: The X-axis modules of the ward are switched to long span structural columns of 9.9 m, 12.6 m and 13.2 m, but the ward modules still represent 6.6 m. The Y-axis module of the ward shows a dimension of 9 to 9.9m in the process of changing a multi-person room into a four-person room. Type A of curtain wall with columns located on the wall of the room and type B of curtain wall located in the center of the room are analyzed due to their variations. The square window type, which forms the elevation of the square window by exposing the columns to the elevation, and the outframe type, which protrudes from the structural columns and beams, have elevation designs limited. There are, however, no obstacles to the interior space of the hospital room, so the wall composition and furniture arrangement are expected to be free. The ward area of Curtain Wall Type A, which can secure an effective area of 5.9m*5.0m, are 52.1m². The Curtain Wall Type A, Square window type, and the outframe type are 49.8m². Implications: As part of the hospital standard module plan for economical and reasonable hospital building planning, a type was proposed in this study in conjunction with the external design. It is hoped that it be a base for standard module research linked together to the Central Treatment department, Outpatient department and underground parking lot.

• 한국건설안전학회 논문집
• /
• 제2권1호
• /
• pp.28-35
• /
• 2019

건설산업의 사고사망자수는 매년 평균 500여명에 이르고 있으며, 특히 사고사망재해의 유형 중 작업발판 등의 가시설물에 기인한 떨어짐 재해가 60%이상의 비중을 차지하고 있는 것으로 확인되었다. 본 연구에서는 사고의 직접적인 영향요인 뿐만 아니라 조직적, 정책적, 외부 환경적 요인들을 통합하여 실질적으로 해결 할 수 있는 기술, 관리, 교육, 비용에 걸친 구조적이고 결합된 솔루션을 제시하였다. 또한 국내, 외 안전발판 기준을 조사하여 시사점을 고찰하였다. 첫째, 직접 영향요인, 조직적 영향요인, 정책 영향요인, 그리고 외부환경 영향요인 등으로 구분하여 고찰하였으며, 이는 기술, 교육, 제도 차원으로 분류하여 해결책을 고안하였다. 둘째, 작업발판 설치와 관련하여 미국(OSHA 1926.452), 영국(The Work at Height Regulations 2005 No.735, BS5975), 일본(노동안전위생규칙), 독일(DIN 4420_4, DIN EN12810) 기준에 대해 조사하였다. 국내 안전 기준의 경우 재료 및 규격 등 안전조치사항에 있어서는 국외 안전 기준과 유사한 내용이 적용하고 있으나 작업발판의 설치 및 조립, 구조와 관련된 세부내용에서는 일본을 제외한 미국, 영국 등과 비교하여 다소 차이를 보이고 있는 것으로 나타났다. 이 연구 결과를 활용하면 작업발판 사고사망의 원인을 보다 체계적이고 종합적으로 이해할 수 있으며, 또한 안전관리자 및 연구자들이 추락사고 연구 시 도움이 될 것으로 기대된다.