• The Journal of Korean Institute of Communications and Information Sciences
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• v.26 no.7A
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• pp.1117-1123
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• 2001

본 논문에서는 국내 IMT-2000 이동통신 사업의 경제성을 분석한다. 투자비 산출을 위해 IMT-2000 망 구성요소를 추출하고 각 구성요소별 설비물량을 구한다. 이를 위해 IMT-2000 가입자의 기준트래픽 및 기지국의 용량을 수율(throughput)의 단위로 평가하여 기지국의 소요 물량을 산출하고 기존 2세대 이동통신 시스템의 종단용량을 기준으로 핵심망 부문의 설비물량을 구한다. 동기식 및 비동기식의 기술방식과 기존 시스템의 활용도를 고려하여 발생 가능한 시나리오를 설정하고 각 시나리오별 경제성을 비교, 분석한다. 그리고 시장 점유율 변화에 따른 순이익 변동을 평가한다.

• Journal of KIBIM
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• v.1 no.1
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• pp.13-17
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• 2011

Currently, a lot of design, engineering and construction companies has been interested in BIM(Building Information Modeling) technologies for higher productivity and efficiency. The information provided from BIM can be mostly used for automated quantity takeoff. But BIM has some problems for fully automated quantity takeoff to solve. The purpose of this study is to show the problems and suggest solutions through case study, especially with concrete and form work.

• 주택과사람들
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• s.196
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• pp.82-83
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• 2006

2008년부터 아파트 청약제도가 바뀐다. 따라서 주택을 보유한 사람들은 2008년 이전에 유망 분양 물량에 주사위를 던져보는 것이 유리하다. 수도권 주변으로 잠재 투자가치가 높은 신도시와 택지개발지구가 많아 여러 곳에 청약을 시도할 수 있다. 각 사업지별 특징과 분양 공급 현황에 대해 살펴보자.

• 정보화사회
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• s.183
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• pp.30-32
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• 2006

국내 블루투스 시험/인증기관은 TTA와 TUV 둘 뿐이다. 현재 TUV가 국내 물량의 약 60%를 가져가고 있다는 분석. '국내 물량' 이라 함은 내수용뿐 아니라, 수출용도 모두 포함한다. 이 두 기관이 국내에서 만들어지는 블루투스 제품 대부분을 취급한다고 보면 된다.

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2015.10a
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• pp.457-458
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• 2015

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.46-52
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• 2017

Recently durability design based on deterministic or probabilistic method has been attempted since service life evaluation in RC(Reinforced Concrete) structure exposed to chloride attack is important. The deterministic durability design contains a reasonable method with time effect on surface chloride content and diffusion coefficient, however the probabilistic design procedure has no consideration of time effect on both. In the paper, a technique on PDF(Probability of Durability Failure) evaluation is proposed considering time effect on diffusion and surface chloride content through equivalent surface chloride content which has same induced chloride content within a given period and cover depth. With varying period to built-up from 10 to 30 years and maximum surface chloride content from $5.0kg/m^3$ to $10.0kg/m^3$, the changing PDF and the related service life are derived. The proposed method can be reasonably applied to actual durability design with preventing conservative design parameters and considering the same analysis conditions of the deterministic method.

• Journal of the Korea Concrete Institute
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• v.15 no.6
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• pp.794-801
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• 2003

As it is important to measure the degree of the deterioration and predict service life caused by chloride in concrete structure the methods of measuring chloride in the concrete is raised important problems. This study is to set a new standard for using of the colorimetric method through grasping the character of the colorimetric distinction method, and measuring the chloride content at the place discolored. Also, to predict chloride content around embeded bar and time reaching limit chloride concentration through measuring the chloride content of concrete surface by colorimetric distinction method and this study presents the new concept of concrete degradation and diagnosis of the durability by salt damage. According the results, it is possible to use colorimetric distinction method as simplified measurement to measure the fixed quantity of the chloride concentration. What is more, it would make calculation of concrete surface chloride had a wide fluctuation at the general environment extended. Also, it would be make estimating durability of reinforced concrete structures applied to the basic data.

• Korean Journal of Construction Engineering and Management
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• v.5 no.4 s.20
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• pp.107-114
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• 2004

This paper represents the application of the 3D CAD Model data for 4D simulation and quantity estimation. These support the effective and practical use of 4D CAD model. By using and manipulating the 3D CAD model information, scheduling and quantity estimation could be developed more quickly and effectively. So the 3D CAD model information is made use of not only drawing a blueprint but also playing an important part of data integration platform. The scheduling module sets up the schedule generation logic that consists of period, priority of element arrangement, and time lag of floor placement. It sorts the working items as a priority of working process. And the quantity estimation module queries the material quantity of the structural elements according to the scheduling conditions. These two modules are developed using the 3D CAD model information and assist the function of 4D CAD model.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.18 no.4
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• pp.343-350
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• 2000

This study deals with the Definition of the Earth-volume quantity and direction of throwing down stones (Q.R.R) into the Breakwater using Real-time DGPS & Echo-Sounding method. Generally, the buoy in the center line of Breakwater has been set up so as to throw down stones in the correct area. After throwing stones down there, surveyors have been surveying the depth and direction of stones with rod and sounding lead. The method, however, is not effective because of long time and a lot of human power, in addition it is incorrect. This paper has studied on the solution of those problems using Real-time DGPS & Echo-Sounding data to calculate the earth-volume quantity, direction and depth of throwing down stones. This paper says the effective and economical methods using Real-time DGPS & Echo-Sounding data there.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.358-363
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• 2007

Reinforcing steel work plays an important role in terms of its structural performance or weight of construction cost for reinforced concrete structures. Precise estimation of re-bar quantity gives a basis for managing the reinforcing steel work effectively. However, the estimation process is still performed ineffectively based upon the expert's experience or manpower in spite of the advanced technology or improvement efforts. Therefore, the purpose of this research is to develop a prototype system for taking-off the quantity of reinforcing steel bars quickly and accurately in an order consistent with the specific members identified on the drawings. An estimate algorithm considering the connection, settlement and coating thickness of re-bars was suggested regarding to their replacement conditions which places more emphasis on constructibility. Also, this system produces the shop drawings automatically with the calculation results.