• 한국정보처리학회논문지
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• 제6권2호
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• pp.347-356
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• 1999

본 논문에서는 한국어 명사의 의미 개념의 계층을 생성하기 위한 시소러스 구성 방법과 시소러스를 구축하기 위한 개발 시스템을 구현하였다. 기존의 시소러스 구축에 있어서 나타나는 계층 설정의 비객관성 및 작업속도 문제, 비구조성, 비일관성 등의 문제를 해결하기 위하여 상향식과 하향식 방법을 혼합 적용하는 다단계 구축 방법을 사용한다. 온라인 전자 사전의 뜻풀이 문을 이용하여 객관성을 유지하고, 기존 시소러스의 기본 모델을 참조하여 비구조성과 비일관성의 문제를 해결한다. 또한 방대한 양의 표제어를 포함하는 시소러스를 빠른 시간 내에 구축하기 위하여 클라이언트/서버 환경의 개발 도구를 구현하여 여러 사람이 다중 입력 작업을 할 수 있도록 하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.291-295
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• 2007

FTL(Fuel Test Loop) is a facility that confirms performance of nuclear fuel at a similar irradiation condition with that of nuclear power plant. FTL consists of In-Pile Test Section (IPS) and Out-Pile System (OPS). FTL construction work began on August, 2006 and ended on March, 2007. During Construction, ensuring the worker's safety was the top priority and installation of the FTL without hampering the integrity of the HANARO was the next one. Task Force Team was organized to do a construction systematically and the communication between members of the task force team was done through the CoP(community of Practice) notice board provided by the Institute. The installation works were done successfully overcoming the difficulties such as on the limited space, on the radiation hazard inside the reactor pool, and finally on the shortening of the shut down period of the HANARO. Without a sweet of the workers of the participating company of HEC(Hyundae Engineering Co, Ltd), HDEC(HyunDai Engineering & Construction Co. Ltd), equipment manufacturer, and the task force team, it is not possible to install the FTL facility within the planned shutdown period. The Commissioning of the FTL is on due to check the function and the performance of the equipment and the overall system as well. The FTL shall start operation with high burn up test fuels in early 2008 if the commissioning and licensing progress on schedule.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2007년도 동계학술발표대회 논문집
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• pp.305-309
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• 2007

FTL(Fuel Test Loop) is a facility that confirms performance of nuclear fuel at a similar irradiation condition with that of nuclear power plant. FTL construction work began on August, 2006 and ended on March, 2007. During Construction, ensuring the worker's safety was the top priority and installation of the FTL without hampering the integrity of the HANARO was the next one. The installation works were done successfully overcoming the difficulties such as on the limited space, on the radiation hazard inside the reactor pool, and finally on the shortening of the shut down period of the HANARO. The Commissioning of the FTL is to check the function and the performance of the equipment and the overall system as well. The FTL shall start operation with high burn up test fuels in early 2008 if the commissioning and licensing progress on schedule.

• 한국건설관리학회논문집
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• 제11권1호
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• pp.130-141
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• 2010

예측 불가능한 자연 재해를 포함하여 현장관리자의 장비 설치 및 운영 시의 경험부족은 타워크레인과 같은 대형양중장비에 심각한 사고의 원인으로 작용한다. 국내에서는 2003년 태풍 "매미"의 영향으로 불안정한 지지구조를 가진 약 50여대의 타워크레인이 전복되는 사고가 발생하였으며, 아직까지 많은 현장관리자는 대형양중장비에 대한 설치 및 운영에 대한 이해가 부족하여 예산을 실행하는 데 비효율적인 모습을 보이고 있다. 또한, 최근 들어 초고층 건설 프로젝트가 급격하게 증가함으로써 타워크레인의 사용빈도 또한 증가하고 있으므로, 이로 인한 타워크레인 기초판의 지지 안정성뿐만 아니라 횡지지 안정성을 검토하는 것이 요구되고 있다. 본 연구의 목적은 타워크레인의 횡지지 최적설계 알고리즘을 개발하는 것으로, 타워크레인 횡지지의 구조적인 안정성을 확보하고 비용이 최소화되는 부재조합을 선택하여 현장에 적용 가능하게 한다. 이는 향후 현장관리자의 타워크레인 설치 및 운영 업무를 효율적으로 증진시킬 것이다.

• 한국터널지하공간학회 논문집
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• 제19권6호
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• pp.937-957
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• 2017

도심지 도로는 도시민의 안락한 편익을 제공하기 위해서 차량과 보행이 집중되고 각종 공급배관들이 매설되어 있으며 도시민은 도로에 접하고 있는 건축물을 주거, 사무, 상업, 휴게공간으로 이용하면서 안락한 생활을 영위하고 있다. 그러므로 높은 토지비용에도 불구하고 토지이용효율이 높은 지하건축물이 꾸준하게 건설되고 있다. 최근 지하건축물의 개착공사로 인해서 주변도로와 인접건물이 침하되는 등의 도시안전성 저해문제가 사회적으로 크게 이슈되고 있으며 이를 개선하기 위한 제도개선이 활발히 이루어지고 있다. 본 연구에서는 도심지 지하건축물의 지하굴착 안전성을 확보하고 주변 침하로 인한 민원을 효과적으로 예방할 수 있도록 새로운 형태의 강재주열벽을 개발하였으며 이를 이용한 지하건축물 가설공법에 관한 연구를 수행하였다. 또한 강재주열벽의 휨강도 시험을 통해서 강도설계법을 적용한 흙막이 벽체의 합리적인 설계방법을 제시하였다.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.279-287
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• 2014

This paper presents the findings of an investigation of the fiber content variations in concrete being discharged from a ready-mix truck at the construction site. Concrete samples were extracted from the truck drums at the beginning, middle and end of discharge. Subsequently, fibers in each sample were separated from the concrete, and weighed. Presumably, synthetic macro fibers will float towards the top, i.e. towards the drum opening, of the inclined, revolving truck-drum, while, on the other hand, steel fibers will tend to gravitate towards the lower parts of the mixer drum. Accordingly, the discharge batch, containing synthetic macro fibers, will contain a higher amount of synthetic fibers per unit volume at the start of discharge than the average unit volume fiber content of the mix, and the content will gradually decrease further down the batch. The discharge batch of steel fiber concrete will contain fewer fibers per unit volume at the start of discharge than the average unit volume fiber content of the mix, and the content should gradually increase further down the batch. The correctness of the foregoing is partly confirmed. A certain percentage of the truck loads did not comply with the proposed requirements, mainly steel fiber reinforced batches, indicating the necessity of a code or guideline amendment. A change in the Norwegian shotcrete directive was made in 2011, based upon experimental research work (2010), which, in combination with the subsequent University of Life Sciences report (2012), constitutes the foundation of this article.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.50-57
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• 2010

Various installation faults may lie in fasteners in the construction of a direct-fixation track by the top-down method. At an extreme, they may cause excessive interaction between the train and track, compromise the running safety of the train, and cause damage to the track components. Therefore, the faults need to be kept within the allowable level through an investigation of their effects on the interactions between the train and track. In this study, the vertical dynamic stiffness of fasteners in installation faults was measured based on the dynamic stiffness test by means of an experimental apparatus that was devised to feasibly reproduce gap faults. This study proposes an effective analytical model for a train-track interaction system in which most elements, except the nonlinear wheel-rail contact and some components that behave bi-linearly, exhibit linear behavior. To investigate the effect of the behavior of fasteners in gap faults in a direct-fixation track on the vehicle and track, vehicle-track interaction analyses were carried out, targeting key review parameters such as the wheel load reduction factor, vertical rail displacement, rail bending stress, and mean stress of the elastomer. From the results, it was noted that the gap faults in the concrete bearing surface of a direct-fixation track need to be limited for the sake of the long-term durability of the elastomer than for the running safety of the train or the structural safety of the track.

• 한국정밀공학회지
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• 제27권12호
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• pp.99-106
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• 2010

Gas turbines operation for power generation increased rapidly since 1990 due to the high efficiency in combined cycle, relatively low construction cost and low emission. But the operation and maintenance cost for gas turbine is high because the expensive superalloy hot gas path parts should be repaired and replaced periodically This study analyzed the initiation and propagation of the crack at the gas turbine blades which are coated with MCrAIY as a bond coat and TBC as a top coat. The sample blades had been serviced at the actual gas turbines for power generation. Total 7 sets of blades were analyzed and they have different EOH(equivalent operation hour). Blades were sectioned and the cracking distribution were measured and analyzed utilizing SEM(scanning electron microscope) and optical microscope. The blades which had 52,000 EOH of operation had cracks at the substrate and the maximum depth was 0.2 mm. Most of the cracks initiated at the boundary layer between TBC and bond coat and propagated down to the bond coat. Once bond coat is cracked, the base metal is exposed to the oxidation condition and undergoes notch effect. Under this environment, the crack branched at the inter-diffusion layer and propagated to the substrate. Critical cracks affecting the blade life were analyzed as those on suction side and platform.

• Journal of Radiation Protection and Research
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• 제36권4호
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• pp.174-182
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• 2011

With the reactor operation conditions - 4.3 wt% $^{235}U$ initial enrichment, burn-up 55,000 MWd/MTU, average power 34 MW/MTU for three periods burned time for 539.2 days per period and cooling time for 100 hours after shut down, to set up the condition to determine the minimum height (depth) of spent fuel storage pool to shut off the radiation out of the spent fuel storage pool and to store spent fuels safely, the dose rate on the specific position directed to the surface of spent fuel storage pool induced by the neutron and gamma-ray from spent fuels are evaluated. The length of spent fuel is 381 cm, and as the result of evaluation on each position from the top of spent fuel to the surface of spent fuel storage pool, it is difficult for neutrons from spent fuels to pass through the water layer of maximum 219 cm (600 cm from the floor of spent fuel storage pool) and 419 cm (800 cm from the floor of spent fuel storage pool) for gamma-ray. Therefore, neutron and gamma-ray from spent fuels can pass through below 419 cm (800 cm from the floor) water layer directed to the surface of spent fuel storage pool.

• 복합신소재구조학회 논문집
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• 제2권3호
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• pp.30-35
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• 2011

본 연구에서는 신형상 층고절감형 합성보에 대한 최적단면을 도출하기 위해 단면성능 계산 프로그램을 개발하여 단면성능에 대해 비교 분석을 하였다. 신형상 합성보는 상부 플랜지 하부에 바닥시스템이 위치하여 전통적인 공법에 비해 층고절감의 효과와 최적단면으로 설계시 공기의 단축과 비용의 절감은 물론 물량의 감소를 기대 할 수 있다. 그러나 단면은 기존 H형강 보와 달리 상하 비대칭으로 중립축의 위치가 중앙에 위치하지 않기 때문에 상하연단에 대한 단면계수가 같지 않게 된다. 이에 따른 상하플랜지 판요소의 두께비에 따른 매개 변수적 분석이 요구된다. 따라서, 본 연구에서는 단면의 상부 플랜지 두께에 대한 하부 플랜지 두께의 비에 따른 중립축위치, 단면계수의 변화추이를 분석하여 최적단면을 도출하는데 주목적을 두었다.