• 센서학회지
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• 제31권1호
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• pp.41-44
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• 2022

In this study, we have fabricated and characterized vertical double-gate (DG) InGaAs tunnel field-effect-transistors (TFETs) with Al₂O₃/HfO₂ = 1/5 nm bi-layer gate dielectric by employing a top-down approach. The device exhibited excellent characteristics including a minimum subthreshold swing of 60 mV/decade, a maximum transconductance of 141 µS/㎛, and an on/off current ratio of over 10³ at 20℃. Although the TFETs were fabricated using a dry etch-based top-down approach, the values of DIBL and hysteresis were as low as 40 mV/V and below 10 mV, respectively. By evaluating the effects of constant voltage and hot carrier injection stress on the vertical DG InGaAs TFET, we have identified the dominant charge trapping mechanism in TFETs.

• 한국압력기기공학회 논문집
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• 제12권2호
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• pp.50-57
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• 2016

The study presents structural integrity assessment of ductility degradation of a baffle former assembly by performing finite element analysis considering real loading conditions and stress triaxiality. Variations of fracture strain curves of type 304 austenitic stainless steel with stress triaxiality are derived based on the previous study results. Temperature distributions during normal operation such as heat-up, steady state, and cool-down are calculated via finite element temperature analysis considering gamma heating and heat convection with reactor coolant. Variations of stress and strain state during long operation period are also calculated by performing sequentially coupled temperature-stress analysis. Fracture strain is derived by using the fracture curve and the stress triaxility. Finally, variations of ductility degradation damage indicator with the fracture strain and the equivalent inelastic strain are investigated. It is found that maximum value of the ductility degradation damage index continuously increases and becomes 0.4877 at 40 EFPYs. Also, the maximum value occurs at top and middle inner parts of the baffle former assembly before and after 20 EFPYs, respectively.

• 한국강구조학회 논문집
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• 제27권1호
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• pp.43-52
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• 2015

구조물의 기둥은 층에 따라 받는 내력이 상이함에도 시공의 오차를 줄이고 구조설계의 편의를 위해 상부층부터 하부층의 기둥단면은 동일하게 설계되고 있다. 그럼에도 불가피하게 상하부의 기둥의 단면이 상이하는 경우가 발생된다. 예를들어 초고층 구조물 또는 증축 및 보수에 의해 기둥을 보강할 경우이다. 이렇듯. 선 기둥과 후 피복이 되는 기둥을 피복충전형 콘크리트 충전기둥이라 할 때, 가력조건이 다르므로 재하상태를 나뉘어 구조적 안정성을 확인할 필요가 있다. 그럼에도 국내외적으로 가력조건에 따른 합성기둥에 대한 내력과 변형연구는 전무한 상태에 있다. 따라서 본 연구에서는 구조실험을 통해 가력조건 및 콘크리트 강도, 피복두께 변화에 의한 피복충전형 콘크리트 각형 기둥의 내력과 거동을 분석하였다.

• 한국학교ㆍ지역보건교육학회지
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• 제17권2호
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• pp.31-44
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• 2016

Objectives: This study was aimed at finding out the current smoking situation of workers in the field of railroad electricity and vehicles and changes of their smoking behaviors after the raise of price of tobacco in 2015. Methods: With a self-administered questionnaire conducted from February 9 to March 6 2015, one-way ANOVA and crosstabs(PASW Statistics Ver. 18.0) were conducted on the data of 626 people. Results: As the result, the smoking rate was 39.1% and 90.5% of the smoking experienced group showed some changes including cutting down on smoking due to raise of price of tobacco. Factors related to smoking included stress, the number of times of drinking, awareness of harmfulness of smoking, the number of days with hard exercise per week and the marital status. Conclusion: Therefore, it is assumed that there is necessity of top-down intervention using these factors to cut down the smoking rate.

• 콘크리트학회논문집
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• 제19권4호
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• pp.449-456
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• 2007

본 연구는 줄눈콘크리트포장에 환경 하중과 차량하중이 작용할 때 콘크리트 슬래브의 상하부에 발생하는 최대 인장응력의 특성을 분석하기 위하여 수행되었다. 유한요소법을 이용한 줄눈콘크리트포장의 수치해석모형을 개발하여 우선 포장이 환경 하중 또는 차량하중 만을 받을 때의 응력 특성을 분석하였다. 그 후 환경 하중과 차량하중을 동시에 받을 때 슬래브 상하부의 응력 특성을 분석하였다. 연구 결과, 차량하중에 의한 슬래브 하부의 최대 인장응력은 하중이 어느 정도 줄눈부에서 멀어지면 위치에 관계없이 거의 같아지게 되는 젓을 알 수 있었다. 환경 하중에 의해 슬래브가 컬다운 되었을 때는 차량하중이 슬래브의 중앙에 작용할 때 슬래브 하부에 최대인장응력이 발생하며 슬래브가 컬업 되었을 때는 차량하중이 줄눈부에 작용할 때 슬래브의 상부에 최대인장응력이 발생한다. 슬래브 하부 최대인장응력은 컬다운 상태에서는 하부층 일반 스프링을 사용한 모델을 이용하여 환경 하중과 차량하중에 의한 각각의 최대응력을 더하여 구할 수 있으며, 컬업 상태에서는 차량 하중에 의한 최대 응력에서 온도 하중에 의한 최대 응력을 감하여 구할 수 있다. 반면에 슬래브 상부 최대인장응력은 컬업 상태에서 하부층 무인장 스프링을 이용한 모델을 사용하여 환경하중에 대한 최대응력과 차량하중이 줄눈부에 작용할 때 슬래브 중앙부의 최대응력을 더하여 구할 수 있으나 하부층을 일반 스프링으로 모델링하여 환경 하중에 대한 최대응력 만을 구하여 사용하는 실용적인 방법도 있었다.

• 한국기계가공학회지
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• 제11권3호
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• pp.122-129
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• 2012

This study investigates structural and vibration analyses according to the thickness of bicycle frame tube. The model of bicycle frame has the dimension as length of 862mm, width of 100mm and hight of 402.5mm. There are 3 kinds of models with tubes of top, down and seat at bicycle frame as thicknesses of 10, 15 and 20mm. The maximum displacement and stress occur at the center part of seat stay and at the installation part of rear wheel respectively. Maximum displacements become 0.031936, 0.029159 and 0.027984mm in cases of thicknesses of 10, 15 and 20mm respectively. In case of thickness of 20mm among 3 cases, maximum displacement becomes lowest. But maximum stresses become 10.019, 8.5492 and 9.2511MPa in cases of thicknesses of 10, 15 and 20mm respectively. In case of thickness of 15mm among 3 cases, maximum stress becomes lowest. There is no resonance at practical driving conditions and natural frequency remains almost unchanged along the change of thickness. In case of the displacement due to vibration mode, the displacement difference at thickness between 15mm and 20mm becomes 1/2 times than that between 10mm and 15mm. Design at bicycle frame tube becomes most economical and durable effectively in case of thickness of 15mm among 3 cases.

• 융합경영연구
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• 제6권2호
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• pp.5-20
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• 2018

Purpose- The study aims to understand the perception of the employees regarding employee relations, organizational culture, employee welfare and job design within the organization. Research design, data, and methodology - It is a descriptive study. A climate survey was conducted on the staff of NTPC, Badarpur. The sample size is 100. The data has been analyzed using excel and SPSS. Results - The study finds the lack of free flow of communication with the information by the top and middle management to lower levels, lack of existence of positive attitude, lack of recreational activities to bring stress level down. NTPC, Badarpur is an association which gives a wide range of offices to its workers along these lines giving fulfilment to its representatives all things considered. Conclusions - Correspondence network ought to be entirely clung to all the more free stream of correspondence by top and center administration. Greater lucidity with respect to expected set of responsibilities might be useful. Orderly enlistment is required. Human Asset prerequisites in groups should be re looked guaranteeing sufficient colleagues in a group. Workers are submitted towards association's objective. NTPC, Badarpur ought to move with the developing advancements so it can adapt up to the quicker rivalry.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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• pp.65-72
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• 1994

This study presents the application of multi-level substructuring for the effective nonlinear analysis of coupled wall structures. Also, the transition elements with 8 or 12 d. o. f, 5-node plane stress elements and concrete nonlinear model are considered as the basic finite elements of substructuring. In particular, the concept of localized nonlinearity is considered for the probable nonlinear zones of the structure, and the effective bottom-up and top-down process are presented through connectivity trees. The nonlinear analysis based on localized nonlinearity and multi-level substructuring, compared with the complete nonlinear analysis of the structure, gives the greater saving effects in computational efforts and cost.

• 대한심미치과학회지
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• 제27권1호
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• pp.41-50
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• 2018

전치부 임플란트 수복에 가이드를 사용하면 다음과 같은 장점이 있다. 첫번째 전치부 임플란트 수복에 제일 중요한 픽스쳐의 위치를 확보할 수 있고, 고정이 확실하게 얻어진 경우는 픽스드로 템포러리를 딜리버리 할 수 있다. 임상에서 늘 어려운 전치부 임플란트 브릿지케이스에 가이드를 적용한 증례를 소개한다.

• 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.