• 한국전산구조공학회논문집
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• 제33권5호
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• pp.279-286
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• 2020

본 연구에서는 점근해석 및 논로컬 이론에서 요구하는 4차 이상의 고차 미분근사를 수행하기 위하여 계방정식에 혼합변분이론을 적용하여 MLS 차분법으로부터 구해지는 고차 미분근사의 정확도를 큰 폭으로 향상시킨다. 또한, MLS 차분법에 존재하는 세 가지 조건변수에 따른 고차미분근사의 정확도를 비교·분석한다. 혼합변분이론의 합응력을 후처리하여 변위의 미분을 근사할 경우 기존의 변위장 기반 계방정식의 차분 결과에 비해 미분 차수가 2차 낮아진다. 해석 범위내 절점 수가 과도하게 많거나 기저 차수가 클 경우 MLS 차분법의 영향영역 내에서 과적합(overfitting)이 발생한다. 또한 영향영역이 최적 범위 이상으로 넓어질 경우 근사의 정확도가 떨어진다. 위 내용을 사인 하중을 받는 단순지지보 수치예제로부터 확인하였다.

• 한국전기전자재료학회논문지
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• 제25권10호
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• pp.773-778
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• 2012

A road energy harvester was designed and fabricated to convert mechanical energy from the vehicle load to electrical energy. The road energy harvester is composed of 16 piezoelectric cantilevers. We fabricated prototypes using a vehicle load transfer mechanism. Applying a vehicle load transfer mechanism rather than directly installing energy harvesters under roads decreases the area of road construction and allows more energy harvesters to be installed on the side of the road. The power generation amount with respect to the vehicular velocity change was assessed by installing the vehicle load transfer mechanism form and underground form. The energy harvester installed in the underground form generated power of 4.52 mJ at the vehicular velocity of 50 km/h. Also, power generation of the energy harvester installed in the vehicle load transfer mechanism form was 48.65 mJ at the vehicular velocity of 50 km/h.

• Steel and Composite Structures
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• 제44권5호
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• pp.619-632
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• 2022

There are numerous structural details (Longitudinal beam, web plate, U-ribs and I-ribs) in the top and bottom plates of steel box girders, which have significant influences on the longitudinal stress (normal stress) distribution. Clarifying the influence of these structural details on the normal stress distribution is important. In this paper, the ultra-wide steel box girder with large cantilevers of the Jinhai Bridge in China, which is the widest cable-stayed bridge in the world, has been analyzed. A 1:4.5 scale laboratory model of the steel box girder has been manufactured, and the influence of structural details on the normal stress distribution in the top and bottom plates for four different load cases has been analyzed in detail. Furthermore, a three-dimensional finite element model has been established to further investigate the influence regularity of structural details on the normal stress. The experimental and finite element analysis (FEA) results have shown that different structural details of the top and bottom plates have varying effects on the normal stress distribution. Notably, the U-ribs and I-ribs of the top and bottom plates introduce periodicity to the normal stress distribution. The period of the influence of U-ribs on the normal stress distribution is the sum of the single U-rib width and the U-rib spacing, and that of the influence of I-ribs on the normal stress distribution is equal to the spacing of the I-ribs. Furthermore, the same structural details but located at different positions, will have a different effect on the normal stress distribution.

• 대한기계학회논문집A
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• 제34권12호
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• pp.1805-1810
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• 2010

본 논문에서는 알루미늄 박판의 다단 전해식각을 공정을 이용한 3 차원 마이크로 구조물 제작방법을 제안한다. 본 공정은 기존 전해가공 공정들에 비해 3 차원 구조물의 대량생산이 용이하며, 기존 3 차원 마이크로 금속 구조물의 제작을 위한 다단 도금방법에 비해 간단하고, 경제적일 뿐만 아니라, 성형된 금속 박판을 이용하므로 구조물의 물성이 안정적이다. 본 논문에서는 단일 전해식각 공정을 통한 2 차원 외팔보 열과 다단 전해식각 공정을 통한 3 차원 마이크로 구조물의 제작을 수행하였다. 단일 전해식각 공정에서 평균 수직방향 식각률 $1.50{\pm}0.10 {\mu}m/min$ 와 평균 수평방향 식각률 $0.77{\pm}0.03 {\mu}m/min$을 얻었으며, 이를 이용한 3 차원 마이크로 구조물을 제작한 결과, 수직방향으로 $15.5{\pm}5.8 %$, 수평방향으로 $3.3{\pm}0.9 %$의 제작오차와 $37.4{\pm}9.6 nm$의 표면조도를 보였다.

• 건축역사연구
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• 제12권1호
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• pp.25-41
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• 2003

This paper is a study of Le Corbusier's trace regulateur of the 1920s, particularly its role in the design of the Villas La Roche-Jeanneret and Stein-de Monzie. It proceeds on the basis of the following three themes: first, the relation between the regulating line and the dom-ino frame; second, its status as a proportional device based not on a module system but one that defines relations; third, its function as an essential practical device in the design process. In the Villa La Roche-Jeanneret, the embedded horizontal planes of the dom-ino frame were constant, but the vortical lines of the columns were altered according to the changes in plan. Initially, a left-hand bay window formed a symmetry with the right-hand bay window, the only constant in the design process. With subsequent changes, mullion sections of the horizontal window and roof elements came to provide the reference points for the regulating line. Eventually, a regulating line different from the one that controlled the bay window and the elongated volume came to control the entrance hall of Villa La Roche, resulting in three different kinds of regulating lines in the final version. In contrast to the Villa La Roche-Jeanneret, a singular and consistent regulation line was anticipated in the earliest design stages of the Villa Stein-de Monzie. The repetition of its A:B grid and the standard $2.5m{\times}1.0m$ sliding window determined the proportions of both its plan and elevation, and thus the regulating line became 'automatic,' losing its viability as a practical tool. Though the regulating titles of the La Roche-Jeanneret look as if they were an afterthought, drawn after the design was complete, they were most active, requiring tenacity and discipline in their application. On the other hand, the seemingly 'redundant' regulating line of the Villa Stein-de Monzie gains its raison d'etre from the dom-ino frame. Its cantilevers and uninterrupted horizontal window could be used in decisive fashion because of the guarantee that the correct proportion would always be maintained. Thus we discover that Le Corbusier's discipline of the 1920s had a certain spectrum of flexibility. His 'parti' ranged from the extremely loose and malleable grid of the Villa La Roche-Jeanneret to the fixed grid of the Villa Stein-de Monzie. In different ways, these projects retain the tension between the dom-ino frame and the regulating line. For Le Corbusier, as much as the grid was an object with fixed attributes, it was also an active medium manipulated by the will of the architect.

• 대한전자공학회논문지SD
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• 제37권6호
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• pp.9-16
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• 2000

본 논문은 다결정실리콘의 점착방지를 위한 새로운 화학적 방법에 의한 코팅방법을 제시하였고 그 특성을 확인하였다. 이 코팅방법은 최근에 사용되어지고 있는 Octadecyltrichlorosilane (OTS) 나 1H,1H2H,2H-perfluorodecyltrichlorosilane (FDTS) 같은 Monoalkyltrichlorosilanes (MTS, $RSiCl_3$) 계열의 물질 대신에 Dialkyldichlorosilanes (DDS, $R2SiCl_2$) 계열의 물질을 이용하여 다결정실리콘의 표면을 바꾸는 방법이다. 이 DDS 계열의 화학물질 중에서 Dichlorodimethylsilane (DDMS, $(CH_3)2SiCl_2$)는 쉽게 구할 수 있고 다결정실리콘의 표면을 친수성에서 소수성으로 간단하고 빠른 방법으로 바꿀 수 있는 장점이 있다. 본 논문에서는 DDMS 코팅된 다결정실리콘으로 만들어진 외팔보를 3 mm길이까지 제작하여 점착현상이 전혀 일어나지 않았음을 확인하였고 이를 실제 구조물에 적용하였다.

• 대한치과보철학회지
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• 제33권4호
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• pp.780-806
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• 1995

The purpose of this study was to describe the application of 3D finite element analysis to determine resultant stresses on the bone anchored fixed prosthesis, implants and supporting bone of the mandible according to fixture numbers and load conditions. 4 or 6 fixtures and the bone anchored fixed prosthesis were placed in 3D finite element mandibular arch model which represents an actual mandibular skull. A $45^{\circ}$ diagonal load of 10㎏ was labiolingually applied in the center of the prosthesis(P1). A $45^{\circ}$ diagonal load of 20㎏ was buccolingually applied at the location of the 10mm or 20mm cantilever posterior to the most distal implant(P2 or P3). The vertical distribution loads were applied to the superior surfaces of both the right and the left 20mm cantilevers(P4). In order that the boundary conditions of the structure were located to the mandibular ramus and angle, the distal bone plane was to totally fixed to prevent rigid body motion of the entire model. 3D finite element analysis was perfomed for stress distribution and deflection on implants and supporting bone using commercial software(ABAQUS program. for Sun-SPARC Workstation. The results were as follows : 1. In all conditions of load, the hightest tensile stresses were observed at the metal lates of prostheses. 2. The higher tensile stresses were observed at the diagonal loads rather than the vertical loads 3. 6-implants cases were more stable than 4-implants cases for decreasing bending and torque under diagonal load on the anterior of prosthesis. 4. From a biomechanical perspective, high stress developed at the metal plate of cantilever-to-the most distal implant junctions as a consequence of loads applied to the cantilever extension. 5. Under diagonal load on cantilever extension, the 6-implants cases had a tendency to reduce displacement and to increase the reaction force of supporting point due to increasing the bendign stiffness of the prosthesis than 4-implants cases. 6. Under diagonal load on cantilever extension, the case of 10mm long cantilever was more stable than that of 20mm long cnatilever in respect of stress distribution and displacement. 7. When the ends of 10mm or 20mm long cantilever were loaded, the higher tensile stress was observed at the second most distal implant rather than the first most distal implant. 8. The 6-implants cases were more favorable about prevention of screw loosening under repeated loadings because 6-implants cases had smaller deformation and 4-implants cases had larger deformation.

• 센서학회지
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• 제11권2호
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• pp.102-110
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• 2002

본 논문에서는 부착현상에서 자유로운 다결정실리콘의 표면을 만들기 위하여 새롭게 표면개질 물질로 사용한 dichlorodimethysilane (DDMS, $(CH_3)_2SiCl_2$)에 대하여 화학적, 기계적 특성에 대해 조사하였다. 주된 전략은 기존의 octadecyltrichlorosilane (ODTS)이나 1H,1H,2H,2H-perfluorodecyltrichlorosilane (FDTS) 같은 monoalkyltrichlorosilane (MTS, $RSiCl_3$) 계열의 물질을 dialkyldichlorosilane (DDS, $R_SiCl_2$)와 같은 두 개의 짧은 고리를 가진 물질로 대체하는 것이다. DDMS는 짧은 두 개의 고리를 가지고 있어서 다결정실리콘 표면에 빨리 코팅된다. 3 mm까지의 긴 외팔보에 코팅을 한 경우, 희생층 제거시 부착현상 뿐만 아니라 사용중 부착현상도 방지할 수 있었다. DDMS 코팅된 다결정실리콘의 표면은 ODTS 나 FDTS 코팅된 표면보다 더 만족스러운 소수성과 지속적인 안정성과 열적 안정성을 가지고 있었다. 또한 DDMS 코팅은 더 쉽게 사용할 수 있고 장기간 용기에 저장할 수 있으며 온도의 의존성이 낮으며, 가격도 상대적으로 낮은 특징을 가지고 있다. 이 새로운 표면개질 물질을 사용하면 기존에 비해 구조물을 아이소옥탄으로 세척 후 곧바로 건조하는 간단한 공정을 가지고 있어서 공정시간을 줄일 수 있다.