• Explosives and Blasting
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• v.34 no.1
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• pp.19-28
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• 2016

The number of industrial structures that must be demolished due to functional and structural deterioration has been increased. There is an increasing application of explosive demolition or explosive demolition combined with mechanical demolition to minimize temporal and spatial environmental hazardous factors created during the process of demolition. In this case study, to demolish the turbine foundation structure, which is a large-section reinforced concrete structure, the parital explosive demolition thchnique was conducted. As a result of the partial explosive demolition, the overall crushing of the blasting sections of beam-column joints structure with haunched beams and second-floor columns about the turbine foundation was satifactory, and the explosive demolition was completed without causing any damage to surrounding facilities.

• Explosives and Blasting
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• v.40 no.3
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• pp.54-65
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• 2022

Recently, the demand for the dismantling of large-scale industrial structures is increasing, and the construction of restoring the dismantled industrial to their original natural environment is underway. This case was an application of the explosive demolition method to the demolition of a large section turbine foundation structure which structural obsolescence and failure to meet functional requirements. As a result of the explosive demolition, the fracture condition of the turbine foundation was satisfactory, and the explosive demolition was completed without causing any damage to the surrounding facilities.

• 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.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.356-362
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• 1998

가동중인 터빈로터의 계속운전/보수/교체여부 등을 판단하기 위해 해외에서는 결정론적 방법외에 확률론적 파괴역학 해석방법을 이용하여 잔여수명을 평가하고 있다. 한편 국내에서는 현재까지 결정론적 방법을 주로 활용하고 있으며, 향후 확률론적 평가방법의 도입이 예상된다. 이러한 배경에서 본 논문에서는 터빈로터의 수명평가에 확률론적 파괴역학 해석기법을 이용하기 위한 기초연구로 터빈로터를 대상으로 응력해석, 결정론적 파괴해석 및 확률론적 파괴해석을 수행하였다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2014.10a
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• pp.300-302
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• 2014

발전기 출력의 약 60%을 담당하는 저압터빈의 케이싱은 복수기와 연결되어 있으며 외부케이싱과 내부 케이싱으로 구성되어 있다. 저압터빈 케이싱은 사용연수의 증가에 다른 경년열화로 인하여 터빈 기초 지지대의 침하, 케이싱 볼트의 느슨해짐 등 외부의 여러 가지 환경변화에 의하여 고유진동수가 저하된다. 본고에서는 우리나라 화력발전소 저압터빈 케이싱의 고유진동수 변화에 의하여 터빈 운전 주파수와 일치하는 공진현상이 발생하고 발전설비 운전 신뢰성에 영향을 미치고 있는데 이에 대한 원인 분석과 최소한의 비용으로 공진현상을 저감하고 운전 신뢰성을 확보한 사례에 대하여 기술한다

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.2
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• pp.33-44
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• 2008

Most of the civil structure - bridges, offshore structures, plant, etc. - have been designed by the classical approaches which deal with all the design parameters as deterministic variables. However, some more advanced techniques are required to evaluate the inherent randomness and uncertainty of each design variable. In this research, a seismic safety assessment algorithm based on the structural reliability analysis has been formulated and computerized for more reasonable seismic design of turbine-generator foundations. The formulation takes the design parameters of the system and loading properties as random variables. Using the proposed method, various kinds of parametric studies have been performed and probabilistic characteristics of the resulted structural responses have been evaluated. Afterwards, the probabilistic safety of the system has been quantitatively evaluated and finally presented as the reliability indexes and failure probabilities. The proposed procedure is expected to be used as a fundamental tool to improve the existing design techniques of turbine-generator foundations.

• JOURNAL OF ELECTRICAL WORLD
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• s.287
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• pp.54-55
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• 2000

• Proceedings of the KAIS Fall Conference
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• 2011.12b
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• pp.624-627
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• 2011

본 논문에서는 산업단지에 공정증기를 공급하는 열병합 발전소 건설에 대한 타당성 분석시 적용되는 경제성 분석에 대한 것으로, 동일한 보일러 및 주증기 그리고 공정증기 조건하에서 배압터빈 및 복수터빈 적용시 수반되는 경제성 분석을 통해 타당성 있는 시스템을 선정하는데 그 목적이 있다. 복수터빈 방식이 배압터빈 방식에 비해 전력생산량은 약 3배정도 많으나 초기 시설투자비의 증대 및 상대적인 에너지 활용측면에서 낮은 결과를 나타냈다.

• Journal of Advanced Marine Engineering and Technology
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• v.35 no.2
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• pp.258-263
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• 2011

This study is aimed at obtaining basic design data for Savonius wind turbine, available in the domestic wind environments. To the end, the flow field characteristics around the wind turbine attached with 1/4 wind shield were monitored along with numerical analysis. On the top of this, numerical analysis and experiments on the rpm of the turbine rotor were conducted. As a result, this study found that the numerical analysis results squares with the experiment results and the rpm improves by over 70%.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1995.05a
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• pp.123-128
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• 1995

고등기술연구원에서 수행하고 있는 IGCC 연구프로그램의 일부로 이루어지고 있는 석탄가스연소가스터빈 시스템의 공정개발을 위한 해석체계를 소개하였고, 지금까지 이루어진 해석결과들을 제시하였다. 본 해석체계는 가스터빈 시스템해석을 위한 사이클해석. 구성요소인 압축기, 연소기, 터빈에 대한 해석모듈들로 구성하였으며, 각 해석모듈은 구성요소에 대한 전문적인 열유동장 해석방법을 채택한다. 각 해석모듈간의 상호작용 및 해석결과들의 종합을 통하여 IGCC용 가스터빈 공정개발을 위한 기초적인 자료제공이 가능하다.