• 대한예방한의학회지
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• 제3권1호
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• pp.67-82
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• 1999

This study was performed to investigate out-of-pocket money among medical expenses of an oriental medical university hospital by the use of internal data of an oriental hospital because medical insurance program data could not show us insuree's out-of-pocket money among medical expenses. The purpose of this study was to analyze out-of-pocket money among medical expenses of ambulatory and hospitalized patients. Under this purpose, We analyzed actual medical expenses data of 1389 out-patients and 858 in-patients of the oriental medical university hospital with 90 beds that could be approach to internal data from July 1, 1998 to March 31, 1999. The major findings are as follows : 1. In ambulatory patients, the cost share ratio of insuree & that of insurer was 90 : 10 respectly. 2. In hospitalized patients, the cost share ratio of insuree & that of insurer was 72 : 28 respectly.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.485-490
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• 2000

This paper describes the application of discretized continuum-type optimality criteria (DCOC) for minimum-cost design of the reinforced concrete frame structures consisting of beams and columns. The cost of construction as objective function which includes the costs of concrete, reinforced steel and formwork is minimized. The design constraints include limits on the maximum deflection at a prescribed node, bending and shear strengths in beams, uniaxial bending strength of columns according to design codes(CEB/FIP, 1990). In the first stage, only beams with uniform cross-sectional parameters per span are considered. But the steel ratio is allowed to vary freely. The cross-sectional parameters and steel ratio in each column are assumed to be uniform for practical reasons. Optimality criteria is given based on the well known Kuhn-Tucker necessary conditions, followed by an iterative procedure for designs when the design variables are the depth and the steel ratio. The versatility of the DCOC technique has been demonstrated by considering numerical examples which have one-bay four-storey frame.

• 한국정보처리학회논문지
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• 제7권11호
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• pp.3462-3469
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• 2000

본 논문에서는 영상 벡터양자화에서의 계산량과 압축률 개선을 위한 새로운 방법을 제안하였다. 제안된 방법은 코드북 부분검색, 코드벡터 요소의 부분사용, 검색 중단조건 등을 이용하여 코드북 구성, 인코딩 과정에서의 계산량을 줄일 수 있었다. 또한, 선택된 코드북 인덱스 무손실 압축에서의 압축률을 높이기 위해 코드북 재배열과 가변길이 코딩(Variable Length Coding)을 사용하였다.

• Journal of Construction Engineering and Project Management
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• 제7권4호
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• pp.13-19
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• 2017

This study is based on the use and performance of bamboo reinforcements in construction of low-cost structures. This study investigated the physical and mechanical properties of bamboo reinforcements. Bamboo reinforced concrete beam specimens were tested with different reinforcement ratios and observed the load capacity, deflection and failure patterns. It was observed that, flexural strength of bamboo reinforced column is sufficient higher than plain cement concrete and comparable to steel reinforced concrete beams. Bamboo reinforced concrete columns with different reinforcement ratio also tested and observed the ultimate compressive strength and failure pattern. It found, all columns failed in a similar pattern due to crushing of concrete. According to cost analysis, bamboo reinforced beams and columns with moderate reinforcement ratio showed the best strength-cost ratio among plain cement concrete and steel reinforced concrete.

• 한국잠사곤충학회지
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• 제22권1호
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• pp.63-68
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• 1980

제사업의 경영적 특성을 고려하여 경영수익성의 격차를 결정짓는 요인을 비교 분석하여 다음과 같은 결과를 얻었다. 1. 제사업의 경영수익성을 결정짓는 것은 매출이익률이다. 2. 매출이익률을 실현시키는 것은 생사원가구성비목 중 일반 관리 판매비이다. 3. 생사원가와 상관이 높은 비목은 제조경비이다.

• 한국도로학회논문집
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• 제7권4호
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• pp.49-56
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• 2005

일반적으로 아스팔트 포장에서 개질재의 효과는 개질 아스팔트 혼합물과 일반 아스팔트 혼합물 사이의 재료 특성 (인장강도, 스티프니스 등)을 단순히 비교함으로써 평가된다. 그러나 개질 아스팔트의 효과를 평가하는데 있어서 이러한 단순 비교는 아스팔트 혼합물의 특성을 제대로 반영하지 못하는 결과를 초래할 수 있다. 따라서 개질 아스팔트 혼합물의 특성을 효과적으로 평가하기 위해서는 아스팔트 혼합물의 주요한 특성들을 종합적으로 반영할 수 있는 합리적인 매개변수가 요구된다. 본 연구에서는 이러한 매개변수로서 최근에 새롭게 개발된 공용성 에 근거한 파괴 기준 (Energy Ratio)을 이용하여 SBS 개질 아스팔트와 Crumb Rubber 개질 아스팔트의 파괴 저항성의 효과를 정량화하고 그에 따른 비용 효과를 비교 분석하였다. 분석 결과, SBS 개질 아스팔트 혼합물의 Energy Ratio가 Crumb Rubber 개질 아스팔트나 일반 아스팔트 혼합물의 Energy Ratio에 비해 두 배 이상 높음을 알 수 있었으며, 그에 따른 SBS 개질재의 비용 절감효과는 최대 24% 정도로 나타났다. 본 연구 결과, Energy Ratio는 개질 아스팔트의 효과를 평가하는데 유용할 뿐만 아니라, 공용성에 근거한 아스팔트 포장의 두께 설계의 파괴 기준으로도 이용 가능함을 확인할 수 있었다.

• 한국건설관리학회논문집
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• 제13권2호
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• pp.91-101
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• 2012

공공아파트 프로젝트의 기획단계에서 수행되는 적정 공사비 예측은 기획부터 유지관리까지 전(全) 단계에 걸쳐서 영향을 미치게 되므로 명확한 예측기준 및 방법이 제시되어야 한다. 그러나 현재까지 다양한 다중회귀모델을 활용한 공사비 예측 방법이 개발되어 왔으나, 정성변수를 포함하여 공사비를 예측하는 방법에 대한 연구는 부족한 상황이다. 따라서 본 연구에서는 기획단계 활용을 위한 정성변수를 포함하는 공사비 예측모델을 개발하고자 하였다. 이를 위하여 공사비 영향요인을 분석 및 추출하고, 회귀분석을 위한 독립변수를 선정하였다. 그리고 정성변수를 포함하는 공사비 예측모델을 개발하며 사례적용을 통한 검증을 실시하였다. 개발된 공사비 예측모델과 "RESAMPLING 기법"을 사용하여 구조형식별 공사비 가산비율을 제시하였다. 본 연구에서 제시한 더미회귀모델과 가산비율을 활용하면, 일반적인 공사비 예측과 함께 동일한 평형, 세대수, 연면적에서 평면형식과 구조형식을 변경시켰을 때의 공사비 예측이 가능할 것으로 기대된다.

• Structural Engineering and Mechanics
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• 제59권4호
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• pp.621-652
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• 2016

A new cable-supported bridge model consisting of suspension parts, self-anchored cable-stayed parts and earth-anchored cable-stayed parts is presented. The new bridge model can be used for suspension bridges, cable-stayed bridges, cable-stayed suspension bridges, and partially earth-anchored cable-stayed bridges by varying parameters. Based on the assumption that each structural member is in either an axial compressive or tensile state, and the stress in each member is equal to the allowable stress of the material, the material quantity for each component is calculated. By introducing the unit cost of each type of material, the estimation formula for the cost of the new bridge model is developed. Numerical examples show that the results from the estimation formula agree well with that from the real projects. The span limit of cable supported bridge depends on the span-to-height ratio and the density-to-strength ratio of cables. Finally, a parametric study is illustrated aiming at the relations between three key geometrical parameters and the cost of the bridge model. The optimization of the new bridge model indicates that the self-anchored cable-stayed part is always the dominant part with the consideration of either the lowest total cost or the lowest unit cost. It is advisable to combine all three mentioned structural parts in super long span cable supported bridges to achieve the most excellent economic performance.

• 보건행정학회지
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• 제13권1호
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• pp.23-45
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• 2003

This study was performed to evaluate economic effect of the water fluoridation program in Cheong-Ju City from 1982 to 2010. To study this economic effect, this study used cost-benefit analysis methodology from eight years old to fourteen years old in Cheong-Ju City. Major findings were as follows; First, total cost of fluoridation program in Cheong-Ju City was 1,384,164,734 korean won and total benefit was 15,057,426,621 Korean won from 1982 to 2010. Second, total cost which was converted by present value 2000 year was 1,687,412,718 won and total benefit which was converted by present value 2000 year was 14,582,548,519 Korean won. Cost-benefit ratio was 8.64. Net present value which happened from 1982 to 2000 was 7,990,710,155 Korean won and cost benefit ratio was 7.47. In conclusion, by the above result, economic impact of the water fluoridation program was very effective for children in some area of Cheong-Ju city.

• 한국도로학회논문집
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• 제15권2호
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• pp.149-157
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• 2013

PURPOSES : This study is to analysis for benefit and construction cost in underpass for small vehicles. METHODS : The study was performed using the traffic software VISSIM 5.20 for analysis on a variety of traffic conditions and analysed of benefits of changes through analysis of travel speed and travel time after modeling of existing underpass and small vehicle underpass. RESULTS : Results of this study, the benefits will be reduced by the introduction underpass for small vehicles were analyzed because heavy vehicles use the intersection above the underpass. However, it was required economic analysis considering both the benefits reduction and the construction costs reduction because it has the effect of reducing the construction cost. Showed that the difference in benefit changes depending on the v/c and heavy vehicles ratio and construction cost was difference by types of underpass. As a result of performing economic analysis with total benefits and construction cost, it was analyzed to be economical in underpass over a certain size. CONCLUSIONS : The result of this study are expected to be able to contribute to reviewing for feasibility due to the small vehicles underpass introduction and economic analysis. The study is case study to the underpass in Daegu. Therefore, the future requires the calculation of benefits reflect a wider range of traffic conditions and the economic analysis to construction cost calculation for various types of grad separation facilities.