• 한국콘텐츠학회논문지
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• 제22권10호
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• pp.546-553
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• 2022

본 연구에서는 창원시 관내 도로 중 제강슬래그가 보조기층재로 사용된 도로에서 지속적인 포장면 크랙과 요철이 발생하여 물류운송의 불편 및 사고의 위험도가 증가하며 유지보수 예산 및 행정력 손실 등의 어려움이 있어 포장면 크랙 및 요철 발생 원인을 파악하고자 하였다. 3개 대상 도로에서 포장 절단 및 굴착을 실시하고 시료를 채취하여 수침 팽창시험과 X선 회절분석시험을 수행하였다. 제강슬래그의 주요 팽창원인은 CaO와 MgO의 수화반응 결과이며, CaO는 수개월 내에 수화반응이 종료되나 MgO는 소성되는 온도에 따라 반응 속도가 매우 느린 것으로 알려져 있다. X선 회절분석 시험 결과 3개 도로에서 채취된 시료의 MgO 함유량은 전체 평균 약 47%, CaO 함유량은 전체 평균 약 14%로 높은 MgO 함유량을 보였으며, MgO에 의한 느린 수화반응으로 인한 팽창이 장기적으로 도로 융기를 유발하고 그로인하여 도로 포장면에 크랙 및 요철이 발생된 것으로 판단된다.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2017년도 전력전자학술대회
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• pp.577-595
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• 2017

${\bullet}$ Silicon Carbide (SiC) had excellent material properties as the base material for next generation of power semiconductor. In developing SiC MOSFET, gate oxide reliability issues had to be first overcome before commercial application. Besides, a high and stable gate-source voltage threshold $V_{GS(th)}$ is also an important parameter for operation robustness. SiC MOSFET with such characteristics can directly use existing high-speed IGBT gate driver IC's. ${\bullet}$ The linear voltage drop characteristics of SiC MOSFET will bring lower conduction loss averaged over full AC cycle compared to similarly rate IGBT. Lower switching loss enable higher switching frequency. Using package with auxiliary source terminal for gate driving will further reduce switching losses. Dynamic characteristics can fully controlled by simple gate resistors. ${\bullet}$ The low switching losses characteristics of SiC MOSFET can substantially reduce power losses in high switching frequency operation. Significant power loss reduction is also possible even at low switching frequency and low switching speed. in T-type 3-level topology, SiC MOSFET solution enable three times higher switching freqeuncy at same efficiency.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.859-863
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• 2004

Structural Dynamics Modification is very effective technique to improve structure's dynamic characteristics by adding or removing auxiliary structures, changing material property, changing shape of structure. In this research, using the surface grooving technique, shape of base structure was changed to improve its first natural frequency. Utilizing the result of sensitivity analysis, groove shape was formed gathering the many small embossing elements. For this process, Sensitivity Criterion Factor was introduced. To reduce its amount of calculation, the range of target area was restricted to their neighboring area and that result was very successful.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.826-829
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• 2004

Structural Dynamics Modification is very effective technique to improve structure's dynamic characteristics by adding or removing auxiliary structures, changing material property, changing shape of structure. In this research, using the surface grooving technique, shape of base structure was changed to improve its first natural frequency. Utilizing the result of frequency variation analysis, groove shape was formed gathering the many small embossing elements. For this process, Criterion Factor was introduced. To reduce its amount of calculation, the range of target area was restricted to their neighboring area and initial grooving point was selected using high-strain energy. This surface grooving technique was successfully applied to the HDD cover model.

• Nuclear Engineering and Technology
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• 제49권7호
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• pp.1431-1441
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• 2017

The Fukushima accident reveals the vulnerability of existing active nuclear power plant (NPP) design against prolonged loss of external electricity events. The passive safety system is considered an attractive alternative to cope with this kind of disaster. Also, the passive safety system enhances both the safety and the economics of NPPs. The adoption of a passive safety system reduces the number of active components and can minimize the construction cost of NPPs. In this paper, reflecting on the experience during the development of the APR+ design in Korea, we propose the concept of an innovative Power Reactor (iPower), which is a kind of passive NPP, to enhance safety in a revolutionary manner. The ultimate goal of iPower is to confirm the feasibility of practically eliminating radioactive material release to the environment in all accident conditions. The representative safety grade passive system includes a passive emergency core cooling system, a passive containment cooling system, and a passive auxiliary feedwater system. Preliminary analysis results show that these concepts are feasible with respect to preventing and/or mitigating the consequences of design base accidents and severe accidents.

• 한국소음진동공학회논문집
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• 제15권3호
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• pp.341-345
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• 2005

Structural Dynamics Modification (SDM) is a very effective technique to improve structure's dynamic characteristics by adding or removing auxiliary structures, changing material properties and shape of structure. Among those of SDM technique, the method to change shape of structure has been mostly relied on engineer's experience and trial-and-error process which are very time consuming. In order to develop a systematic method to change structure shape, surface grooving technique is studied. In this work, the shape of base structure was modified to improve its dynamic characteristics such as natural frequencies via surface grooving technique. Grooving shape was formed by mergingthe neighboring small embossing elements after analyzing frequency increment sensitivities of all the neighboring emboss elements. For this process, Criterion Factor was introduced and the initial grooving was started from the element having highest strain energy and the grooving is expanded into neighboring element. The range of targeting grooving area to check its frequency variations restricted to their neighboring area to reduce the computation effort. This surface grooving technique was successfully applied to a hard disk drives (HDD) cover model to raise its natural frequency by giving some groove on its surface.

• 한국터널지하공간학회 논문집
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• 제22권5호
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• pp.543-561
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• 2020

본 논문은 터널 강지보 지지구조의 효과에 대한 연구 결과이다. 터널 굴착에 있어 상·하 반단면 굴착 공법은 상반굴착 후 지반이 불량한 경우, 강지보재의 지지력 부족으로 강지보재의 침하가 발생한다. 상반 굴착부에 설치된 강지보재 기초부가 하반을 굴착함에 따라 자체 하중, 측압 등 여러 영향으로 강지보재의 침하가 발생된다. 이로 인하여 터널 내공유지 곤란 및 안전성에 문제가 발생하게 된다. 이러한 문제들을 해결하기 위해 강지보재 지지구조체를 개발하였다. 이를 검증하기 위해 Terzaghi 이론식을 이용한 하중 및 하반 굴착으로 발생하는 ΔP를 구해 수치해석을 통한 구조검토 및 검증, 숏크리트 및 강지보재의 재료상사를 통한 축소모형 실험으로 지지구조체 유·무에 따른 거동특성을 분석하였다. 그 결과, 풍화토~연암 각 지반의 경우 토피고 10~40 m 구간에 대해 20.100~198.423 kN의 지지구조가 필요한 것으로 나타났다. 또한 축소모형 실험 결과 강지보재 지지구조체 설치 시 강지보재의 침하는 미설치시의 50% 수준으로 나타났다. 본 연구를 통하여 강지보재 지지구조체의 설치로 시공 시 발생하는 불확실성 및 여러 문제점을 보완할 수 있을 것으로 보여진다. 또한 강지보재 지지구조체 설치로 안정성, 경제성 및 공기 단축등과 같은 여러 효과로 적용성 또한 클 것으로 판단된다.