• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.21 no.4
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• pp.393-401
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• 2003

Automatic control technologies for the marine pile driving provides accurate and rapid intruding into the planned positions of the pile with planned slope and direction, so that the construction maintenance and management are more efficient and the quality of the construction is more promising. Therefore, in this study, the application scheme of RTK GPS to the automatic control of the pile driving presented. It is expected that the presented scheme using the precise RTK GPS technique assures the efficient and economic 3D positioning accuracy for the precise marine construction management like the precise foundation of marine structures made of piles and the dredging work. It is found that the suggested scheme decrease 60% of the construction error compared with specifications reference because marine position accuracy is measured within 4cm in real time. In addition, the automatic position control system using GPS reduced the construction period and cost compared with existing methods about 30% and 35%, respectively.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2013.11a
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• pp.95-97
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• 2013

본 논문에서는 초고해상도(UHD) 비디오 캡처/재생 시스템을 위한 MXF 파일 포맷 기반 콘텐츠 입출력 방법에 대해 논의한다. 초고해상도 비디오의 경우, 기존 고해상도(HD) 대비 4배에서 16배 가량의 데이터를 송수신해야 하기 때문에 고속의 데이터 인터페이스를 필요로 할 뿐만 아니라, 디지털 방송에서 사용하는 MXF 파일 포맷에 기반한 콘텐츠 파일을 제공해야 한다. 이와 같은 문제점을 해결하기 위해 MXF 규격에 기반한 외부 에센스 구조를 바탕으로 실시간으로 초고해상도 비디오를 캡처/재생하는 방법을 제시한다. 따라서 제안하는 방식을 적용하여 초고해상도 비디오를 실시간 캡처/재생하는 효율적인 방송 시스템을 구축할 수 있을 뿐만 아니라 압축된 비디오에 적용할 경우 더욱 향상된 성능의 시스템을 구축할 수 있게 된다.

• Proceedings of the Korean Information Science Society Conference
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• 2008.06b
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• pp.592-597
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• 2008

VOD 서버에 서비스를 요청하는 단말장치의 종류가 다양해짐으로 인해 VOD 서비스 사업자가 제공해야 하는 해상도의 종류 역시 다양해지고 있다. 단말장치가 서비스를 요청할 때 서버는 단말장치에 맞는 해상도로 서비스를 제공해야 하는데 대개의 경우 서버의 용량이 제한되어 있기 때문에 비디오별로 모든 해상도를 저장하고 있을 수는 없다. 단말장치가 서버에 저장되어 있는 해상도를 요청한 경우라면 바로 서비스가 가능하다. 하지만 단말장치가 서버에 저장되어 있지 않은 해상도를 요청해 왔다면 저장되어 있던 파일을 이용해 해상도를 변환한 후 서비스를 해주어야 한다. 만약 서버가 해상도를 변환하는 빈도가 높아 CPU 가용률이 충분하지 않다면 다른 단말장치들의 서비스 요청에 바로 응할 수 없게 된다. 따라서 서버에 저장되는 파일들을 CPU 사용률을 줄일 수 있는 해상도의 파일들로 저장하여 CPU 가용률을 높인다면 보다 많은 단말장치의 요청을 허용할 수 있을 것이다. 본 논문에서는 한정된 저장 용량을 가진 VOD 서버가 단말장치의 서비스 요청들을 최대한 허용하기 위해 저장해야 할 각 비디오의 버전들을 분기한정 기법을 이용하여 찾는 알고리즘을 제시한다.

• Geotechnical Engineering
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• v.16 no.4
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• pp.48-49
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• 2000

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.6
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• pp.2401-2409
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• 2013

Reliability analysis with response surface method (RSM) was peformed for a offshore wind turbine (OWT) monopile, which is one of mostly used foundations under 25m seawater depth in the world. The behaviors of a real OWT monopile installed into sandy soils subjected to offshore environmental loads such as wind and wave were analysed using reliability design program (HSRBD) developed in KIOST. Sensitivity analysis of design variables for a OWT monopile with 6m diameter showed that the larger in pile diameter the smaller in probability of failure ($P_f$) of a horizontal deflection and a rotational angle at a pile top, but at a greater than 7m of pile diameter, the reduction rate of $P_f$ was almost constant. It is a necessary that appropriate local design criteria should be designated as soon as possible because there were significant differences on horizontal deflections; $P_f$ was 60% at a minimum criteria 15mm deflection, however, 1.5% $P_f$ when 60mm deflection using 1% of pile diameter from local design criterion standard. Finally, friction angle of sand among many design variables was found most influential design factor in OWT monopile design, and a sensitivity analysis is found an important process to understand which design variables can mostly reduce $P_f$ with a optimum design for maintaining OWT stability.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.28 no.4
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• pp.222-231
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• 2016

Multi-member lattice-type structures including jackets and tripods are being considered as good alternatives to monopile foundations for relatively deep water of 25-50 m of water depth owing to their technical and economic feasibility. In this study, the reliability analysis of bottom-fixed offshore wind turbines with monopile and/or multi-member lattice-type foundations is carried out and the sensitivities of random variables such as material properties, external wind loadings and scouring depth are compared with respect to different types of foundations. Numerical analysis of the NREL 5 MW wind turbine supported by monopile, tripod and jacket substructures shows that the uncertainties of soil properties affect the reliability index more significantly for the monopile-supported OWTs while the reliability index is not so sensitive to the material properties in the cases of tripod- and jacket-supported OWTs. In conclusion, the reliability analysis can be preliminarily carried out without considering soil-pile-interaction in the cases of tripod- and jacket-supported OWTs while it is very important to use the well-measured soil properties for reliable design of monopile-supported OWTs.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.4
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• pp.343-350
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• 2015

Extensive discussion on the optimal types of offshore wind turbine(OWT) among monopile, tripod and jacket in the intermediate depth of water has been actively carried out in worldwide wind turbine industry. Selecting the optimal types of OWT among several substructural types, it is required to consider the economic and technical feasibility including dynamically stable design of a wind turbine system. In this study, the effects of loading levels and uncertainties of soil properties on the natural frequency of OWT have been quantitatively investigated. In conclusion, the natural frequency of monopile-type OWTs has a significant level of uncertainty, hence it is very important to minimize the level of uncertainties in soil properties when the monopile is selected as a foundation for an OWT.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.2C
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• pp.61-68
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• 2012

In general, verticality error necessarily occurs in marine pile foundation due to construction error or marine environmental effects. In marine structure, design by vertical load rather than horizontal load is dominant, but in the offshore wind turbine foundation, horizontal load is dominant. As the structure type that has dynamic movement by blade rotation, verticality error may have structurally significant effects. In this study, structural response feature of foundation and ground were analyzed according to verticality error of monopile foundation of 5MW offshore wind turbine. Marine environmental load was calculated per ISO standard and the margin of verticality error was calculated to be $L/{\infty}$(=0), L/300, L/200 and L/100. As a result of analysis, it was found that the maximum value of member force of the foundation with L/100 error increased about 7.2% compared to the monopile without verticality error.

• Proceedings of the Korea Multimedia Society Conference
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• 2004.05a
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• pp.483-486
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• 2004

기존의 SVG 파일은 모바일 디바이스에 맞추어 제작하더라도, 디바이스에 따라 사이즈 조절이 되지 않아, 이미지가 전체적으로 보여지지 않는다. 그래서 각 SVG 파일을 해당 디바이스의 디스플레이에 맞춰서 다시 제작해야하는 어려움이 있다. 본 논문에서는 위의 문제점을 해결하기 위해 SVG Trans-Gateway를 제안한다. 이 SVC Trans-Gateway는 모바일 디바이스 기준으로 데스크탑 PC에서 제작된 SVG 파일을 요청하는 해당 디바이스의 정보를 분석하여, 각 디바이스의 디스플레이에 맞추어 변환해주는 게이트웨이 이다. 그래서 이 시스템은 각 디바이스의 화면 해상도에 따라, 동일한 SVG 파일을 변환해주는 기능을 수행한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.5
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• pp.306-315
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• 2010

As developing the large-scale offshore wind farm is expected, the preliminary environmental impact assessment is very essential. In this study, the wave hindcast model is verified based on observed data at the coast around Wido which is among the candidate sites for developing the offshore wind farm. In addition, the effect of the wind turbine foundations on wave height is analyzed when total 35 wind turbines including monopile foundations of 5 m in diameter are installed. Calculation result of significant wave height is in good accord with observed data since the RMS error is 0.35 m. Moreover, it is found that the presence of the wind turbine foundations hardly affects wave height as wave damping ratio is less than 1%.