• 대한전기학회:학술대회논문집
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• 대한전기학회 2015년도 제46회 하계학술대회
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• pp.691-692
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• 2015

본 논문은 IEEE에서 제공하는 TEAM Problem 21번 주제를 참고하여 Tie-Plate의 최적설계안에서 기본적인 형태의 변화에 따른 손실 비교를 제시하였다. 기존의 Tie-Plate의 최적설계안은 본 저자의 논문에서 제시하여 Tie-Plate 중간부분에 $3{\times}3$의 형태로 설계되었다. Tie-Plate의 최적 설계안은 앞에서 보는 부분에서의 형태를 띄고 있으며 본 논문에서는 Tie-Plate의 기본 모델에서 적층되는 모델과 슬롯을 파는 모델 등으로 손실비교를 하였다.

• 조명전기설비학회논문지
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• 제28권7호
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• pp.55-61
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• 2014

This paper presents a method to reduce the stray loss of core Tie-Plate of distribution power transformer. The method combines a 3-dimensional FEM with PSO(Particle Swarm Optimization) algorithm to determine the shape of the Tie-Plate that minimizes eddy current and flux-leakage losses. To verify the method a 24MVA distribution(cast-resin) transformer was simulated using one objective function and two design variables with some constraints. The final optimized Tie-Plate has nine($3{\times}3$) slots of 10mm width, 15mm thickness and 25mm distance. After four iterations, the Tie-Plate loss was reduced to about 21 % of the original.

• 전기학회논문지
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• 제66권9호
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• pp.1334-1340
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• 2017

In this paper, a tie-plate shape is optimized by using the numerical technique to reduce the stray load loss of the tie-plate which is a mechanical structure for assembling and supporting of the transformer core. The eddy current loss of the structure is calculated by an electromagnetic field FEM program and the results are compared with 4 different shapes of tie-plates. Since the thickness of the tie-plate is very thin, and the skin depth is very small, the number of FE elements for 3-D transformer model is too big to solve. So, the surface impedance boundary condition (SIBC) is used to reduce the system matrix size and its computing time. To verify the method a 2.5 MVA 22,900/380V distribution transformer is simulated using one objective function and three design variables with some constraints. The final optimized tie-plate has three slots of 6 mm width and 23 mm gap, and the loss is reduced by 75 %. Consequently, the proposed algorithm seems to be considerably applicable to electric machinery as well as power transformer.

• 한국강구조학회 논문집
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• 제28권3호
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• pp.129-138
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• 2016

압축력을 받는 강판 콘크리트(SC) 벽체에서 표면강판의 좌굴은 중요한 한계상태이다. 표면강판은 스터드 또는 타이바 연결재를 통해 콘크리트에 정착된다. 이 논문에서는 실험을 통해 스터드와 타이바가 표면강판좌굴에 미치는 효과를 평가하였다. 실험체는 세 종류의 연결재를 대상으로 하였다; 모두 스터드인 경우, 모두 타이바인 경우, 스터드와 타이바가 교대 설치된 경우이다. 또한 스터드/타이바 간격 대 표면강판 두께비(세장비)를 달리하여 실험을 수행하였다. 실험결과, 스터드와 타이바가 조합된 SC벽체의 표면강판 좌굴형상 및 좌굴강도가 모두 스터드 또는 타이바가 설치된 SC벽체와 잘 일치하였다.

• 한국정보통신학회논문지
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• 제10권8호
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• pp.1352-1358
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• 2006

이 논문은 듀얼 반사판을 이용한 광대역 보우타이 슬롯 안테나를 제작 실험 했다. 슬롯 안테나는 넓은 도체판에 약 1/2 길이의 가늘고 긴 슬롯을 뚫게 되면 반파장 다이폴과 마찬가지로 효율이 좋고 강한 전파가 복사된다[1] 이 논문에서는 보통 사각 슬롯 보다 대역폭이 넓은 보우타이 형태의 슬롯으로 제작하였다. 먼저 단일 반사판 슬롯 안테나를 제작 실험 측정하였으며 제작된 단일 반사판 슬롯 안테나에 또 하나의 반사판을 슬롯 안테나와 반사판 사이에 삽입함으로서 대역폭을 확장하였다. 제작 실험 결과 VSWR<2.0 이하인 Low Band 대역폭은 약 $22%(793MHz\sim992MHz)$ 대역폭을 가졌으며 High Band 대역폭은 약 $61%(1626MHz\sim3064MHz)$의 대역폭을 가짐을 실험을 통해 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.391-396
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• 2003

The concrete corbels consist of various failure mechanisms such as the yielding of the tension reinforcement, the crushing or splitting from compression concrete struts, and localized bearing or shearing failure under the loading plate. However, predicting those failure mechanisms is very difficult. In this study, the ACI 318-02, the softened strut-tie model approach, and the nonlinear strut-tie model approach are applied to ultimate strength analysis of normal strength concrete corbels tested to failure. From the result of the analysis, an effective analysis and design method of normal strength concrete corbels is suggested.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.123-126
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• 2006

Existing Deck Plate for a one of system forms, there is various advantage and application actual results increasing rapidly. But design of deck is depending on engineering data collections or design data on deck manufacture ordinarily. When construct, is responsible for deflection occurrence, And Because confirmation of crack occurrence region is impossible, there is difficulty of repair, reinforcement about crack and water leakage. According to got following conclusion as result that economic performance, preservation administration and repair reinforcement develops easy using steel truss snap tie by wedge pin on coating plywood that is slab Panel Wood System Form method of construction there is Deck Plate's advantage. (1) In stab lower part is exposed disjointing in which a criminal is fastened to be interrogated after construction acceptance and repair, reinforcement of crack is possible (2) Construction cost curtailment effect of about 29.2% than conventional type and about 10% than deck plate (3) Construction period reduction of about 3 day than conventional type and about 0.3 day than deck plate (4) Labor curtailment effect more than about $29{\sim}50%$ from conventional type

• 한국철도학회논문집
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• 제8권5호
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• pp.454-459
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• 2005

In this study, the relationship between tie shape and underbody train gust of high-speed train is numerically investigated. To this end, complex train underbody/railroad model is replaced by simple plate/tie model. And it is tried to find a most important parameter for reduction of underbody train gust through the Taguchi method and orthogonal array. As a result, it is verified that the height of tie is most sensitive to the underbody train gust because of the cavity effect between ties. When the width and distance between ties are decreased, underbody train gust is also reduced. Consequently, the heighter is examined which can give the similar effect of higher tie without replacement of tie. The 5cm heighter can reduce underbody train gust about $73\%$, which value is only $7\%$ less than the higher tie.

• 한국강구조학회 논문집
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• 제26권1호
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• pp.1-10
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• 2014

본 연구에서는 원전 구조물 내 철근 콘크리트 구조와 강판 콘크리트 구조가 이질접합된 경우를 모사하기 위하여, 상하부 표면강판 간에 타이바를, 상하부 리브재 간에 타이형강을 구성한 보형 실험체를 제작하여 실험체의 면외 휨 거동특성을 확인하고자 하였다. 실험결과, 실험체의 연성거동을 검증하였으며, 타이바와 타이형강이 콘크리트 및 강판의 분리를 방지함으로써 접합부의 취성파괴를 막아주고 있음을 확인하였다. 또한, #14 주철근으로 구성한 강판 콘크리트 구조 접합부에 대하여 두 가지 형태의 기계적 정착이음 방식에 따른 인장실험을 수행함으로써 본 방식의 설계 적정성을 평가하였다. 실험결과, 두 실험체 모두 주철근이 항복에 도달할 때까지 철근의 정착 및 연결 기능을 탄성한도 내에서 건전히 수행하고 있음을 확인하였다.

• Earthquakes and Structures
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• 제16권6호
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• pp.757-769
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• 2019

The seismic performance of a coupled shear wall system is governed by the shear resistances of its coupling beams. The plate-reinforced composite (PRC) coupling beam is a newly developed form of coupling beam that exhibits high deformation and energy dissipation capacities. In this study, the shear capacity of plate-reinforced composite coupling beams was investigated. The shear strengths of PRC coupling beams with low span-to-depth ratios were calculated using a softened strut-and-tie model. In addition, a shear mechanical model and calculating method were established in combination with a multi-strip model. Furthermore, a simplified formula was proposed to calculate the shear strengths of PRC coupling beams with low span-to-depth ratios. An analytical model was proposed based on the force mechanism of the composite coupling beam and was proven to exhibit adequate accuracy when compared with the available test results. The comparative results indicated that the new shear model exhibited more reasonable assessment accuracy and higher reliability. This method included a definite mechanical model and reasonably reflected the failure mechanisms of PRC coupling beams with low span-to-depth ratios not exceeding 2.5.