• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.281-281
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• 2010

ITER 블랑켓 시험모듈(TBM)의 액체형 증식재 성능 시험용 루프의 설계를 완료하였고 현재시험용 루프를 제작 및 설치중이다. 액체형 증식재 성능 시험용 루프의 핵심 구성 부품인 액체 저장용 탱크, 전자석, EM 펌프들과 이들 장치들의 전원장치 및 제어장치를 제작 완료하였다. 액체형 증식재 성능 시험용 루프 설치를 위한 데크를 제작하였으며, 제작된 실험 데크의 총 지지하중은 10 톤 이상이다. 루프설치대 위에 성능 시험용 루프가 설치되며 루프 설치대는 $3\;m\;{\times}\;2.4\;m$ 의 직사각형으로 제작되었으며, 실험 종료 및 유지 보수 시 액체증식재의 drain을 고려하여 전체 루프는 각도 조절이 가능하도록 제작되었다. 루프내의 유량을 측정하기 위한 유량계, 전자석 자장의 변화에 따른 압력의 변화를 측정하기 위한 차압센서가 전자석의 양단에 설치되며, 시험용 루프에 흐르는 액체금속(PbLi) 및 루프관의 온도를 측정하기 위한 열전대가 설치된다. 루프 설치대를 기울였을 때 루프의 최상부에 액체금속 저장고 및 레벨센서를 설치하여 루프 내에 액체금속이 가득 채워졌는지를 레벨센서로 확인하며 루프 내에 잔존하는 기체가 저장고를 통하여 외부로 배출되게 하였다. 액체형 증식재 성능 시험용 루프 설치 후 실험은 고체 상태의 PbLi를 액체 저장용 탱크에 장착한 후 탱크의 열선의 온도 제어에 의한 PbLi의 용융점 확인, 시험용 루프에서의 전자펌프 성능 평가 등의 시험의 기본적인 실험을 수행한 후 자기장 환경에서 MHD 평가, 증식재의 순도 유지, 구조재의 부식 등의 시험을 수행할 예정이다.

• Aerospace Engineering and Technology
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• v.4 no.1
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• pp.179-185
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• 2005

It is an essential subject to decrease the mass of a launch vehicle for improving performance and efficiency of space launch system. Particularly, reducing the engine supporting area is necessary for high efficiency of propulsion system with clustered engine systems. The engine supporting area is related to the branch location of the oxidizer feeding line. This article deals the performance variation of the propulsion system such as the mass of the oxidizer feeding line, pressurization pressure of the oxidizer tank, and the onset of nucleation boiling in the oxidizer pipe with the branch location of the main feeding line.

• The KIPS Transactions:PartD
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• v.8D no.4
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• pp.339-346
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• 2001

A problem for mining association rules under the interactive environments is to mine repeatedly association rules with the different minimum support. This problem includes all subproblems except on the facts that mine repeatedly association rules with the s믇 database. This paper proposed the efficient algorithms to improve the performance by using the information of the candidate large itemsets which calculate the previous association rules. The proposed algorithms were compared with the conventional algorithm with respect to the execution time. The comparisons show that the proposed algorithms achieve 10∼30% more gain than the conventional algorithm.

• 한국신재생에너지학회:학술대회논문집
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• 2007.06a
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• pp.220-223
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• 2007

이 논문은 DMFC와 태양전지의 하이브리드형 연료전지에 적합한 $TiO_{2}$구조에 대한 연구로서, DMFC에 사용되는 귀금속 Pt의 사용량을 줄이기 위해 Pt를 $TiO_{2}$광촉매 지지체에 함침 시켜 UV가 조사될 때 Pt의 활성을 극대화시키기 위한 연구이다. $TiO_{2}$는 Rutile결정 구조를 이루었으며, 반응 시간에 따라 나노막대 모양을 형성하였다. $NaBH_{4}$ 환원법을 통해 Pt를 함침 시켜 전극을 제조하였다. 이 전극들은 UV가 입사되지 않을 때보다 UV가 입사될 때 메탄올 산화성능이 주목할 만큼 향상되었다. 특히 긴 막대모양의 $TiO_{2}$에 백금이 잘 분산된 촉매의 메탄올 산화반응 성능이 크게 향상되었다. 이러한 $Pt/TiO_{2}$의 주목할 만한 성능 향상은 UV가 조사될 때 빛에 의해 생성된 $TiO_{2}$의 hole들에 의해 메탄올 산화반응이 향상된 것으로 사료된다.

• Journal of Korea Ship Safrty Technology Authority
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• s.37
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• pp.24-34
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• 2014

최근 몇 년간 국내 해양레저에 대한 관심 증가에 따라, 정부와 지자체의 해양레저산업에 대한 연구 지원 및 마리나 구축 사업 수행 등 해양레저 수요를 수용할 수 있도록 장비 및 시설 확보를 위하여 다양한 방면으로 노력이 한창이다. 그러나 아직까지 국내의 해양레저를 위한 시설 구축은 진행단계이다. 전국적으로 마리나 구축을 위한 작업이 한창이며, 이미 구축된 마리나에서 요트를 계류할 경우 관리하는데 드는 비용이 만만치 않아 사용자에겐 부담이 크다. 세일링 요트의 경우 span이 큰 모노킬이 부착되어있으므로 마리나 혹은 육상계류시설을 이용하지 않을시 모노킬이 파손될 위험이 있다. 본 연구에서는 서해안의 해양레저 대중화를 위해 누구나 안전하게 세일링을 즐길 수 있고, 두 개의 킬로 선체를 지지하여 육상 및 갯벌에서도 선체가 기울지 않고 설 수 있는 트윈킬 요트를 개발하여 보급하고자 한다. 기존 세일링 요트중 성능이 좋은 편인 야마하에서 제작한 블루워터21의 선형을 활용하였고 트윈킬은 블루워터21 모노킬의 면적 및 무게중심 등을 분석하여 개발하였다. 트윈킬 요트의 경우 모노킬 요트보다는 저항성능이 불리할 것으로 예상되므로 모형시험을 수행하였으며, 그 결과 모노킬과 트윈킬의 저항성능에 대한 차이가 예상보다 크지 않음을 확인하였다.

• Journal of the Korean Applied Science and Technology
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• v.37 no.4
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• pp.723-732
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• 2020

The spent RHDS (Residue HydroDeSulfurization) catalyst is deactivated mainly by deposition of various contaminants such as coke, sulfur and vanadium on the surface of catalyst. To eliminate those contaminants, the following remanufacturing process was conducted. The first, heavy oil on the surface of the spent RHDS catalyst was removed by kerosene and dehydrated. The second, the high temperature incineration was carried out to eliminate coke and sulfur components deposited on the surface of spent RHDS catalyst. The third, the excessive quantity of Vanadium deposited on the surface of catalyst was removed by leaching process as follows: ultrasonic agitation was carried out at 50℃, for 10 seconds with 0.5% and 1% oxalic acid solution. The purpose of this process is to find out regenerated RHDS catalyst can be used as SCR catalyst for NOx reduction by controlling the vanadium residual content of the regenerated RHDS catalyst through leaching process. The composition of regenerated RHDS catalyst was analyzed by XRF and the NOx reduction efficiency was also measured by continuous catalytic fixed bed reactor. As the result, regenerated catalyst, with 0.5% oxalic acid, ultrasonic agitation in 10 seconds, showed the most stable NOx reduction efficiency. Also, in comparison with commercial SCR catalyst, the NOx reduction performance of regenerated catalyst was similar to that of commercial SCR catalyst at the temperature 375℃ and higher whereas was lower than commercial SCR catalyst at the temperature range between 200~250℃. Therefore, it was confirmed that the regenerated catalyst as powder form wash coated on the surface of metal corrugated substrate can be used for commercial SCR catalyst.

• Journal of the Korea Concrete Institute
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• v.25 no.5
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• pp.517-528
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• 2013

The modular technology has been already applied in automotive industry, plant and shipbuilding industry. Recently, the modular technology was applied in bridge construction. The modular bridge is different from the existing precast bridges in terms of standardized design that the detailed design of members is omitted by using the standard modules; the design of the modular bridge is completed by only assembling the standard modules without design in member level. The girder-type precast modular bridge has been developed as a simply supported bridge. The girder-type precast modular bridge could be applied to the multi-span bridges through the continuity method. The continuity of the girder-type precast modular bridge is achieved by using the link slab which is easy to construction and appropriate to the rapid construction. The link slabs have been used as the type of reinforced concrete structure in US from the 1950's. In 2000's, the link slab using the engineered cementitious concrete (ECC link slab) has been developed. In this study, the RC type link slab which is more reproducible and economic relative to the ECC link slab was used for the continuity of the girder-type precast modular bridges, and the construction detail of RC type link slab was modified. In addition, the modified iterative design method of RC type link slab was proposed in this study. To verify the proposed design method, the flexural tests were conducted using the RC type link slab specimens. Also, the fatigue test using the mock-up specimen was conducted with cyclic loading condition up to two million cycles.

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.1
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• pp.23-34
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• 2015

Recently a new damper system with Kogome truss structure was developed and its mechanical properties were verified based on the laboratory test. This paper presents a Kagome truss damper external connection method for seismic strengthening of RC frame structural system. The Kagome external connection method, proposed in this study, consisted of building structure, Kagome damper and support system. The method is capable of reducing earthquake energy on the basis of the dynamic interaction between external support and building structures using Kagome damper. The pseudo-dynamic test, designed using a existing RC frame apartment for pilot application of LH corporation, was carried out in order to verify the seismic strengthening effects of the proposed method in terms of the maximum load carrying capacity and response ductility. Test results revealed that the proposed Kagome damper method installed in RC frame enhanced conspicuously the strength and displacement capacities, and the method can resist markedly under the large scaled earthquake intensity level.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.6
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• pp.687-695
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• 2020

Micropile is used to improve the stability of existing structures as well as solve various geotechnical problems, such as suppressing slope activity and shearing keys of retaining walls. The existing micropile method has a significantly less capacity to resist a horizontal force than a vertical force0355 Therefore, it is necessary to develop and study an umbrella-type micropile method with excellent seismic performance that can secure seismic performance economically while minimizing structures and ground disturbance areas in the limited space of existing structures. In this study, numerical analysis was performed on the umbrella-type micropile, in which the sloped pile and vertical pile were combined, and the horizontal behavior in soft clay ground during earthquakes was analyzed. Numerical analysis showed that umbrella-type micropile suppresses horizontal displacement in soft ground, and the effect of reducing the horizontal displacement was more pronounced when the embedded depth of the slope pile was 15 m or more. The embedded depth of the micropile and horizontal displacement suppression effect was proportional. Therefore, the umbrella-type micropile has an excellent effect of suppressing horizontal displacement during earthquakes on soft clay ground.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.2
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• pp.357-367
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• 2017

Bending and axial forces simultaneously occur at the cross-section of a shotcrete lining reinforced with steel supports due to the tunnel geometry. The shotcrete has changing flexural stiffness depending on the axial forces and, as a result, severely nonlinear behavior. The mechanical properties of a shotcrete-steel composite also depend on the type of steel support. This study presents a fiber section element model considering the effect of axial force to evaluate the nonlinear behavior of a shotcrete-steel composite. Additionally, the model was used to analyze the effects of different types of steel supports on the load capacity. Furthermore, a modified hyperbolic model for ground reaction, including strain-softening, is proposed to account for the ground-lining interaction. The model was validated by comparing the numerical results with results from previous load test performed on arched shotcrete specimens. The changes in mechanical responses of the lining were also investigated. Results show a lining with doubly reinforcement rebar has similar load capacity as a lining with H-shaped supports. The use of more materials for the steel support enhances the residual resistance. For all types of steel reinforcement, the contribution of steel supports during peak load decreases as the ground becomes stiffer.