• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.41-44
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• 2008

PCT는 장경간 가시설 벽체를 지지하는 써포트 구조물을 프리캐스트 방식으로 공장에서 미리 제작하고, 콘크리트 소재로 구성하여 강성을 만족시킬 수 있도록 그 구조가 개선된 프리캐스트 가시설 구조체이다. 그것의 부재들은 공장에서 미리 정형화된 형태로 제작되고 가시설 벽체의 내측면에 고정수단을 매개로 근접되게 배치된다. PCT system은 내부에 콘크리트가 충진되는 세그먼트 부재들의 단부와 접촉되어 결합수단을 매개로 일체화되어 또한 다른 세그먼트 부재를 연결시키는 연결구로 이루어진 써포트 구조물로 구성된 것이다. 본 연구는 전체적인 길이가 긴 장경간 가시설 벽체에 대한 충분한 지지력을 얻을 수 있을 뿐만 아니라, 프리캐스트 방식으로 제작되어 콘크리트 양생에 소요되는 시간을 단축시킬 수 있으므로 시공기간이 단축되는 등의 유용한 효과를 갖는다.

• 대한유전성대사질환학회지
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• 제15권2호
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• pp.55-58
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• 2015

Tetrahydrobiopterin ($BH_4$) can normalize blood phenylalanine (Phe) levels in $BH_4$ deficiency, but typically not in phenylketonuria (PKU). In 1999, Kure et al. reported that some PKU patients showed decreased blood Phe levels after $BH_4$ loading, and thereafter, those PKU patients were identified by neonatal PKU screening. A natural cofactor for phenylalanine hydroxylase (PAH) is a 6R-isomer of $BH_4$, which is first synthesized in Japan as Sapropterin dihydrochloride (Biopten$^{(R)}$) in 1982. In Japan, Biopten$^{(R)}$ is first approved for the treatment of $BH_4$ deficiency in 1992, and then for $BH_4$-responsive PAH deficiency (BPKU) in 2008. The discovery of BPKU has vast clinical implications. After Biopten$^{(R)}$ (Kuvan$^{(R)}$) is available for the treatment of BPKU, the QOL of both patients and their families were improved very much, since the serum phenylalanine levels were controlled within 4 mg/dL by $BH_4$ mono-therapy with a normal diet or $BH_4$ combined use of mild phenylalanine-restricted diet. Biopten$^{(R)}$ therapy in patients with BPKU is highly efficacious (70%) at maintaining serum Phe levels within recommended control range and provides excellent safety at least average use period of 10 years (range, 1-17 years) with no unwarranted side effects in Japan. In addition it has been confirmed that sapropterin therapy initiated before 4 years of age was very effective to maintain plasma Phe levels within the favorable range and was safe in Japanese patients with BPKU.

• 한국정밀공학회지
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• 제29권2호
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• pp.156-160
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• 2012

Recently, the demands of the large scale machine tools gradually increase to machine the large parts, such as large scale crankshaft, yaw and pitch bearings for the wind power generator and the vehicle or aircraft components. But the high technology is necessary in order to develop the huge machine tools. Furthermore, the global market of it has been monopolized by a few companies. So, we need to develop the large scale machine tools and study its core technology to rush into the increasing market. In this study, we carried out the researches for the important core technology of a multi-tasking, machine tool; a large scale 5-axis machine tool of gantry type for multi-task machining. This study is focused on the design of large size gantry type multi-axis machine. In the case of large size of machine the cross rail deflection in the X-axis is significant. To reduce the deflection due to the eccentric spindle head, a special hollow type design in the cross rail with outside ram is adapted in this study. Also, the Zig-Zag motion in the Y-axis is inevitable with the gantry geometry, which is by the un-balancing, different motion at the left and the right columns moving. We tried to reduce the influence of Zig-Zag motion using FEM with different loading conditions at the left and the right side column.

• 한국막학회:학술대회논문집
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• 한국막학회 1998년도 제6회 하계 Workshop (98 한국막학회, 국립환경연구원 국제 Workshop, 수자원 보전과 막분리 공정)
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• pp.113-133
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• 1998

In activated sludge process, sludge settling condition is affected by organic loading rate or operation condition, and if settling condition is getting worse, it is common that overall process fails due to wash-out of biomass causing low concentration in the aeration tank. Also activated sludge process has such several problems as requiring large area, consuming a lot of power and producing large volume of sludge. Increased public concern over health and the environment combined with a strong desire to reduce capital, operating and maintenance costs, have created a need for innovative technologies for building new high quality effluents which vail meet 21st century crkeria. MBR(Membrane Bioreactor) process consists of a biological reactor and ultrafiltration(UF) membrane system that replaces the conventional clarifier of an activated sludge process. The main operating advantages of this system are that the quality of the effluent is independent of the settleability of the mixed liquor and that the effluent is free of suspended solids in any operating condition. It is possible to eliminate clarifier and to reduce the volume of aeration tank because it can afford to accumulate high biomass concentration in the bioreactor(20, 000~30, 000mg/L), which would not be possible in a conventional activated sludge process. Therefore, this process reduces overall treatment plant area. In addition to those advantages, Longer SRT condition enables higher sludge digestion in MBR process so the sludge volume produced is 50 to 70% lower than that of conventional activated sludge process There are two kinds of MBR process according to the allocations of membrane. One is cross flow type MBR of which module is located outside of the bioreactor and mixed liquor is driven into the membrane module. The other is submerged type MBR process of which module is submerged in the bioreactor and mixed liquor is generally sucked from the lumen side. addition to that the cake layer is often removed by the uplifting flow of bubbling air. A submerged MBR process is superior to a crossflow MBR in regard to the power consumption because suction pressure of a submerged MBR is generally lower than that of a crossflow MBR which has recirculation pump. A submerged MBR, therefore, has the potential to be applied to small wastewater treatment plants that need low cost treatment systems.

• 한국항해항만학회지
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• 제30권8호
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• pp.685-690
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• 2006

컨테이너 터미널에서 컨테이너의 양 하역 작업 시 컨테이너 크레인을 정위치에 고정시키고, 돌풍으로 인해 컨테이너 크레인이 레일방향으로 미끄러지는 것을 방지하는 장치가 레일클램프이다. 쐐기형 레일클램프는 초기에는 작은 압착력으로 레일을 압착하다가 풍속이 증가하면 쐐기작용에 의해 압착력이 증가하는 방식을 취함으로서 구조적으로 안정성과 내구성이 높은 장점을 가지고 있다. 본연구에서는 레일클램프의 주요부인 조에 대해 형상최적설계를 수행하였다. 본 논문에서는 솔리드 요소로 유한요소 모델링된 조(jaw)의 경량화 설계를 위하여 강도를 고려하였다. 설계변수로는 조의 측면부의 두께, 조의 중간부의 롤러지지부의 두께, 조의 하단부의 롤러지지부의 두께, 조의 곡면부의 위치로 설정하였다. 본 연구에서는 상용프래그램인 ANSYS WORKBENCH의 최적화 기능을 이용하였다.

• 한국자동차공학회논문집
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• 제17권1호
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• pp.190-196
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• 2009

This study proposes a structural design method for the upper control arm installed at the rear side of a SUV. The weight of control arm can be reduced by applying the design and material technologies. In this research, the former includes optimization technology, and the latter the technologies for selecting aluminum as a steel-substitute material. Strength assessment is the most important design criterion in the structural design of a control arm. At the proto design stage of a new control arm, FE (finite element) analysis is often utilized to predict its strength. This study considers the static strength in the optimization process. The inertia relief method for FE analysis is utilized to simulate the static loading conditions. According to the classification of structural optimization, the structural design of a control arm is included in the category of shape optimization. In this study, the kriging interpolation method is adopted to obtain the minimum weight satisfying the strength constraint. Optimum designs are obtained by ANSYS WORKBENCH and the in-house program, EXCEL-kriging program. The optimum results determined from the in-house program are compared with those of ANSYS WORKBENCH.

• Structural Engineering and Mechanics
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• 제49권6호
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• pp.705-726
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• 2014

In general, cylindrically curved plates are used in ships and offshore structures such as wind towers, spa structures, fore and aft side shell plating, and bilge circle parts in merchant vessels. In a number of studies, it has been shown that curvature increases the buckling strength of a plate under compressive loading, and the ultimate load-carrying capacity is also expected to increase. In the present paper, a series of elastic and elastoplastic large deflection analyses were performed using the commercial finite element analysis program (MSC.NASTRAN/PATRAN) in order to clarify and examine the fundamental buckling and collapse behaviors of curved plates subjected to combined axial compression and lateral pressure. On the basis of the numerical results, the effects of curvature, the magnitude of the initial deflection, the slenderness ratio, and the aspect ratio on the characteristics of the buckling and collapse behavior of the curved plates are discussed. On the basis of the calculated results, the design formula was developed to predict the buckling and ultimate strengths of curved plates subjected to combined loads in an analytical manner. The buckling strength behaviors were simulated by performing elastic large deflection analyses. The newly developed formulations were applied in order to perform verification analyses for the curved plates by comparing the numerical results, and then, the usefulness of the proposed method was demonstrated.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 춘계학술대회 및 창립 30주년 심포지엄(논문집)
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• pp.331-336
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• 2006

컨테이너 터미널에서 컨테이너의 양 하역 작업 시 컨테이너 크레인을 정위치에 고정시키고, 돌풍으로 인해 컨테이너 크레인이 레일방향으로 미끄러지는 것을 방지하는 장치가 레일클램프이다. 쐐기형 레일클램프는 초기에는 작은 압착력으로 레일을 압착하다가 풍속이 증가하면 쐐기작용에 의해 압착력이 증가하는 방식을 취함으로서 구조적으로 안정성과 내구성이 높은 장점을 가지고 있다. 본 연구에서는 레일클램프의 주요부인 조에 대해 형상최적설계를 수행하였다. 본 논문에서는 솔리드 요소로 유한요소 모델링된 조(jaw)의 경량화 설계를 위하여 강도를 고려하였다. 설계변수로는 조의 측면부의 두꼐, 조의 중간부의 룰러지지부의 두께, 조의 하단부의 룰러지지부의 두께, 조의 곡면부의 위치로 설정하였다. 본 연구에서는 상용프래그램인 ANSYS Workbench의 최적화 기능을 이용하였다.

• 터널과지하공간
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• 제18권2호
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• pp.107-117
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• 2008

본 논문은 터널의 지반과 지보재의 상호 거동을 규명하기 위해 터널의 1차 지보재인 강섬유 보강 숏크리트의 파괴 및 변형특성을 살펴보았다. 이를 위해 실제와 유사한 크기의 터널모형을 제작하여 실험하였다. 실험은 측압계수를 0.5와 1.0으로 설정하여 수행하였으며 11개의 유압실린더를 사용하여 하중을 재하하였다. 11개의 유압실린더는 측압을 효과적으로 모사하기 위해 천단부와 측벽부 두 그룹으로 나누어 조절하였다. 한편 숏크리트의 변형은 11개의 LVDT를 사용하여 측정하였다. 또한 각 실린더에서 가해지는 하중이 숏크리트에 분산되어 잘 전달되도록 뒤채움재를 사용하였다. 모형실험의 검증을 위해 3차원 수치해석을 실시하였다. 3차원 수치해석은 터널모형실험과 가능하면 같은 조건으로 해석하기 위하여 모형실험의 로드셀에서 얻어진 하중이력곡선이 수치해석 시에도 가능하면 동일하게 재현되도록 FISH routine을 별도로 작성하여 수행되었다.

• Steel and Composite Structures
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• 제41권5호
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• pp.697-711
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• 2021

In this work, a simple quasi 3-D parabolic shear deformation theory is developed to examine the bending response of antisymmetric cross-ply laminated composite plates under different types of mechanical loading. The main feature of this theory is that, in addition to including the transverse shear deformation and thickness stretching effects, it has only five-unknown variables in the displacement field modeling like Mindlin's theory (FSDT), yet satisfies the zero shear stress conditions on the top and bottom surfaces of the plate without requiring a shear correction factor. The static version of principle of virtual work was employed to derive the governing equations, while the bending problem for simply supported antisymmetric cross-ply laminated plates was solved by a Navier-type closed-form solution procedure. The adequacy of the proposed model is handled by considering the impact of side-to-thickness ratio on bending response of plate through several illustrative examples. Comparison of the obtained numerical results with the other shear deformation theories leads to the conclusion that the present model is more accurate and efficient in predicting the displacements and stresses of laminated composite plates.