• 한국융합학회논문지
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• 제9권2호
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• pp.177-182
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• 2018

본 논문에서는 CFRP로 구성된 항공 드론 프레임의 수직 낙하충격으로 인한 CFRP적층구조에서의 파손거동을 해석적 연구를 통해 파악하였다. 기존 플라스틱 재료와 달리 CFRP는 섬유로 구성되어 파손거동이 복잡하다. 따라서 이에 대한 실험에 앞서 해석적 연구를 통해 선행 연구가 중요하다. 본 연구의 결과로서 기존의 연구모델과 비교하여 보면, 같은 조건으로 중앙 노치구멍을 가진 적층된 CFRP 드론 프레임의 해석모델에서 가해진 응력의 값이 크게 줄어듬을 볼 수 있었다. 본 연구 결과를 토대로 드론프레임의 노치구멍에 관한 기반데이터를 융합기술에 접목함으로서 그 미적인 감각을 나타낼 수 있다.

• 한국강구조학회 논문집
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• 제18권2호
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• pp.225-237
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• 2006

김 등(2005a, b)의 연구를 확장시켜 시스템 좌굴 고유치해석법을 이용한 유효좌굴길이 산정법과 2차 탄성해석기법을 이용한 2차모멘트를 이용하여 축력과 휨모멘트를 받는 라멘구조의 보-기둥부재에 대한 개선된 좌굴설계법을 제안한다. 이를 위하여 먼저 국내도로교설계기준, AISC-LRFD, SRC의 각 설계기준에 제시된 내하력 기준식을 이용하여 응력-변형율 관계를 유도하고, 이를 이용한 탄성 및 비탄성 좌굴 고유치해석을 이용한 유효좌굴길이 산정법을 고찰한다. 또한 라멘구조에 대하여 AISC-LRFD에서 제시하고 있는 좌굴 안정성 검토식과 본 연구에서 제시하는 안정성 검토식을 해석예제를 통하여 비교, 검토를 행한다.

• Structural Engineering and Mechanics
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• 제76권3호
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• pp.311-324
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• 2020

Until now, a comparative study on fully and partially-connected steel shear walls leading to enhancing strength and stiffness reduction of partially-connected steel plate shear wall structures has not been reported. In this paper a number of 4-story and 8-story steel plate shear walls, are considered with three different connection details of infill plate to surrounding frame. The specimens are modeled using nonlinear finite element method verified excellently with the experimental results and analyzed under monotonic loading. A comparison between initial stiffness and shear strength of models as well as percentage of shear force by model boundary frame and infill plate are performed. Moreover, a comparison between energy dissipation, ductility factor and distribution of Von-Mises stresses of models are presented. According to the results, the initial stiffness, shear resistance, energy dissipation and ductility of the models with beam-only connected infill plates (SSW-BO) is found to be about 53%, 12%, 15% and 48% on average smaller than those of models with fully-connected infill plates (SPSW), respectively. However, performance characteristics of semi-supported steel shear walls (SSSW) containing secondary columns by simultaneously decreasing boundary frame strength and increasing thickness of infill plates are comparable to those of SPSWs. Results show that by using secondary columns as well as increasing thickness of infill plates, the stress demands on boundary frame decreases substantially by as much as 35%. A significant increase in infill plate share on shear capacity by as much as 95% and 72% progress for the 4-story SSW-BO and 8-story SSSW8, respectively, as compared with non-strengthened counterparts. A similar trend is achieved by strengthening secondary columns of 4-story SSSW leading to an increase of 50% in shear force contribution of infill plate.

• 마이크로전자및패키징학회지
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• 제20권3호
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• pp.31-35
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• 2013

TSOP(Thin Small Outline Package)는 가전제품, 자동차, 모바일, 데스크톱 PC등을 위한 저렴한 비용의 패키지로, 리드 프레임을 사용하는 IC패키지이다. TSOP는 BGA와 flip-chip CSP에 비해 우수한 성능은 아니지만, 저렴한 가격 때문에 많은 분야에 널리 사용되고 있습니다. 그러나, TSOP 패키지에서 몰딩공정 할 때 리드프레임의 열적 처짐 현상이 빈번하게 일어나고, 반도체 다이와 패드 사이의 Au 와이어 떨어짐 현상이 이슈가 되고 있다. 이러한 문제점을 해결하기 위해서는 리드프레임의 구조를 개선하고 낮은 CTE를 갖는 재료로 대체해야 한다. 본 연구에서는 열적 안정성을 갖도록 리드프레임 구조 개선을 위해 수치해석적 방법으로 진행하였다. TSOP 패키지에서 리드프레임의 열적 처짐은 반도체와 다이 사이의 거리(198 um~366 um)에서 안티-디플렉션의 위치에 따라 시뮬레이션을 진행하였다. 안티-디플렉션으로 TSOP 패키지의 열적 처짐은 확실히 개선되는 것을 확인 했다. 안티-디플렉션의 위치가 inside(198 um)일 때 30.738 um 처짐을 보였다. 이러한 결과는 리드프레임의 열적 팽창을 제한하는데 안티-디플렉션이 기여하고 있기 때문이다. 그러므로 리드프레임 패키지에 안티-디플렉션을 적용하게 되면 낮은 CTE를 갖는 재료로 대체하지 않아도 열적 처짐을 향상시킬 수 있음을 기대할 수 있다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1997년도 한국자동제어학술회의논문집; 한국전력공사 서울연수원; 17-18 Oct. 1997
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• pp.1696-1699
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• 1997

The robot mainpulator for inspection of pressurizer in the nuclear power plant has been developed, which consists of four parts : 2 arms, movable gripper, base frame, contorl console. To extract the damaged electric heating rod inside pressurizer, the gripper has been developed using wire lope and self-locking mechanism. for the examination of the structural stability of the robot manipulator, stress analysis is performed by using the ANSYS code.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 봄 학술발표회 논문집
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• pp.129-136
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• 1999

This research proposes an effective analytical methodology for vertical vibration of three dimensional frame structures including slabs. The consideration of slabs, although allows more precise results, requires large amount of computer time and memory space due to the use of plane stress elements. In consideration of these problems, a method to properly manage nodal points and degrees of freedom is proposed based on matrix condensation technique. Also studied is the use of substructure method to obtain fast and reliable results with simple input data when they are applied to conventional building structures.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.623-628
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• 2000

In this paper, the behavior for transfer girder of the upper-wall and lower-frame structures was studied by the nonlinear finite element analysis. It was analyzed and compared with the experimental results. Analysis results showed that failure modes were progressed by a initial diagonal crack in the shear span between the edges of the load and intermediate support plate. The nonlinear finite element analysis could predict deformation, principal stress, ultimate load and concrete crack. Also analysis results showed good agreement the test results.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 가을 학술발표회논문집
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• pp.24-31
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• 1993

In the design of column, computation of effective length factor for calculation of allowable compressive stress is inevitable. In this study. computer code which automatically generates effective length factor in the finite element analysis is developed. The program is developed to be used for orthogonal and nonorthogonal frame structure. Some i1lustrative examples verify that the computation results we correct for various cases.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.872-877
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• 2003

The fixed-angle based modified compression field theory (MCFT) was developed to include the slip deformation across the crack, thereby allowing for the non-coincident directions of the principal strain and stress. To investigate the significance of crack modelling on the analysis, a series of tests on beams without transverse reinforcement was predicted by both rotating- and fixed-angle crack models within the frame of the MCFT. The results predicted by the fixed-angle MCFT were comparable to those by the rotating-angle MCFT when the initial crack angle of 45deg. and the related friction law are used.

• 콘크리트학회논문집
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• 제12권2호
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• pp.53-62
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• 2000

Under severe lateral loads, ductile moments-resisting reinforced concrete frames will be subjected to large loads and displacements. Thus, large deformation and shear stree are occurred at the beam-column joints which are the most critical region in ductile moments-resisting system. The purpose of this study was to investigate the shear strength of beam-column connection using high strength concrete. Four subassemblies were designed 2/3 scale of read structures and tested. The obtained results are as follows. 1) The transverse beams increase the shear resistance and ductility of joint, 2) The slab was contributed to increase of the flexural capacity of the beam, but was not contributed to increase the joint ductility under cyclic loads. 3) The shear stress factors. given by the ACI code would be modified in evaluating the shear strength of beam-column joints of frame which were constructed with high-strength concrete.