• 한국정보통신학회논문지
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• 제19권3호
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• pp.581-586
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• 2015

본 연구에서는 비대칭 이중게이트 MOSFET의 채널길이와 채널두께의 비에 따른 문턱전압이하 스윙의 변화를 분석하고자한다. 비대칭 이중게이트 MOSFET는 상하단 게이트 구조를 달리 제작할 수 있어 단채널효과를 제어할 수 있는 요소가 증가한다는 장점이 있다. 특히 채널길이를 감소하였을 경우 문턱전압이하 스윙의 급격한 증가로 인한 특성저하 현상을 감소시킬 수 있다. 그러나 스켈링 이론에 따라 채널길이 감소에 따라 채널두께도 변화되어야하며 이에 문턱전압이하 스윙이 변화하게 된다. 그러므로 채널길이와 채널두께의 비가 문턱전압이하 스윙을 결정하는 중요 요소가 된다. 해석학적으로 문턱전압이하 스윙을 분석하기 위하여 해석학적 전위분포를 포아송방정식을 통하여 유도하였으며 다양한 채널길이 및 채널두께에 대하여 전도중심과 문턱전압이하 스윙을 계산한 결과 채널길이와 채널두께의 비에 따라 전도중심과 문턱전압이하 스윙이 변화한다는 것을 알 수 있었다.

• Journal of Mechanical Science and Technology
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• 제19권9호
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• pp.1753-1760
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• 2005

The pseudo spectral method is applied to the free vibration analysis of double-span Timoshenko beams. The analysis is based on the Chebyshev polynomials. Each section of the double-span beam has its own basis functions, and the continuity conditions at the intermediate support as well as the boundary conditions are treated separately as the constraints of the basis functions. Natural frequencies are provided for different thickness-to-length ratios and for different span ratios, which agree with those of Euler-Bernoulli beams when the thickness-to-length ratio is small but deviate considerably as the thickness-to-length ratio grows larger.

• 대한기계학회논문집
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• 제15권5호
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• pp.1433-1438
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• 1991

본 연구에서는 팔렛을 갖는 유한폭 변후판재 내의 모드 Ⅰ균열에 대하여 3차 원 유한요소법으로 응력확대계수를 수치해석하였다.

• 동력기계공학회지
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• 제17권6호
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• pp.115-121
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• 2013

This study was carried out to investigate the effect of hot forging on the hardness and impact value of ultra high carbon low alloy steel. With increasing hot forging ratio, thickness of the network and acicular proeutectoid cementite decreased, and than were broken up into particle shapes, when the forging ratio was 80%, the network and acicular shape of the as-cast state disappeared. Interlamellar spacing and the thickness of eutectoid cementite decreased with increasing forging ratio, and were broken up into particle shapes, which then became spheroidized. With increasing hot forging ratio, hardness, tensile strength, elongation and impact value were not changed up 50%, and then hardness rapidly decreased, while impact value rapidly increased. Hardness and impact value was greatly affected by the disappeared of network and acicular shape of proeutectoid cementite, and became particle shape than thickness reduction of proeutectoid and eutectoid cementite.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.893-896
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• 2006

This study examined plant adhesion characteristics of the porous concrete that used specially treated granular fertilizer for field application, which was used for the restoration of the marine ecosystem. The results of the experiment showed that nutrient eruption amount, the destruction and dissolution ratio tended to decrease when the coating thickness was increased. The void ratio and compressive strength tended to decrease when the specially treated granular fertilizer mixing ratio was increased. According to these results, the appropriate thickness of coating for cement coated granular fertilizer was 1.0mm. The adhesion ability of marine plant to porous concrete was superior when the cement coated granular fertilizer was mixed. Therefore, the appropriate cement coated granular fertilizer mixing ratio of 20% with a coating thickness of 1.0mm is thought to be a factor when considering the strength of the porous concrete for marine ecosystem restoration and the adhesion characteristics of marine plant.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.907-910
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• 2005

This paper has the object of investigating natural frequencies of tapered thick plate, tapered ratio, thick plate's opening size by means of finite element method and providing kinetic design data for mat of building structures. Free vibration analysis that tapered thick plate in this paper. Finite element analysis of rectangular plate is done by use of rectangular finite element with 8-nodes. In order to analysis plate which is varioued of plate thickness. the thickness is varied with 5, 10, 15, 20 and the tapered ratio is applied as 0.0, 0.25, 0.5, 0.75, 1.0 respectively. This paper is analyzed varying thickness by taper ratio.

• 한국강구조학회 논문집
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• 제15권1호
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• pp.51-57
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• 2003

현행 강구조 설계기준은 일반 구조용 강재의 이론과 실험에 의한 결과에 근거를 한다. 그러나 오스테나이트계 스테인리스 강재는 일반 구조용 강재와 달리 연속항복 현상이 일어난다. 설계기준강도를 결정짓는 옾셋강도는 현행 설계기준의 판폭두께비 제한값에 영향을 미친다. 단주압축 실험결과 0.2% 옾셋강도를 설계기준강도로 하면 허용응력도 설계법과 한계상태 설계법에서 정하고 있는 판폭두께비의 규정을 모두 만족하였다. 또한 일반 구조용 강재와 달리 판폭두께비를 만족시키지 못하는 경우에도 최대내력에 도달하기 전에 국부좌굴이 발생하지만 급격한 내력저하는 일어나지 않았다.

• The Korean Journal of Ceramics
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• 제2권1호
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• pp.43-47
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• 1996

$RuO_2$ thin films deposited directly on Si substrate by RF magnetron sputtering method using $RuO_2$ target have been investigated. Special interest was focused on the effect of process parameter on the surface roughness of $RuO_2$ films. Crystallization behavior and electrical properties of the films deposited at $300^{\circ}C$ were superior to those deposited at room temperature. Metallic Ru phase was formed in pure Ar and this phase had resulted poor adhesion after post annealing process in oxidizing ambient. Microstructural analysis reveals that the size of the $RuO_2$ crystallites gets smaller and the surface becomes smoother as the $O_2$ partial pressure or film thickness decreases. Irrespective of the $O_2/Ar$ ratio, resistivity of $RuO_2$ films ranged in $50~70 {\mu}{\Omega}-cm$. As the film thickness decreases, there is a thickness where the resistivity rises abruptly. Such an onset thickness turned out to be dependent n the $O_2$/Ar ratio.

• Physical Therapy Rehabilitation Science
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• 제10권3호
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• pp.278-288
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• 2021

Objective: The purpose of this study is to investigate the effect of stabilization exercise on whole-body vibration on pain, dysfunction, psychosocial factors, balance ability, and abdominal contraction with patients with low back pain. Design: A randomized controlled trial Methods: A total of 34 patients with low back pain were assigned randomly to experimental group (n=17) and control group (n=17). Both groups underwent a neuromuscular stabilization exercise program. In addition, the experimental group implemented the neuromuscular stabilization exercise program using whole-body vibration. All interventions were applied 60 min per session, 3 times per week for total 4 weeks. Numeric Rating Scale (NRS), Korean version of Oswestry Disability Index (K-ODI), Fear-Avoidance Beliefs Questionnaire (FABQ), balance ability, muscle thickness and contraction ratio were compared to evaluate the effect on intervention. Results: Both groups showed significant differences in NRS, balance ability, and muscle thickness in contraction, contraction ratio before and after intervention (p<0.05). In addition, the experimental group showed significant difference in the amount of change in NRS, balance ability and muscle thickness in contraction, contraction ratio values than the control group (p<0.05). Conclusions: Neuromuscular stabilization exercise program combined with whole-body vibration stimulation has been proven to be an effective and clinically useful method to decrease pain, dysfunction, increase balance ablilty, and transverse abdominis muscle thickness in contraction and contraction ratio for patients with low back pain.

• 국제초고층학회논문집
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• 제9권4호
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• pp.361-368
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• 2020

The authors developed a new type of steel slit shear wall (SSSW) having the function of structural condition assessment through visually inspecting the out-of-plane deformation of the designed tapered links subjected to lateral deformation. To facilitate its practical application, this paper studies how to design dimensions of the tapered links. Two parameters, the width-to-thickness ratio of the tapered links and steel yield stress, were studied. The performance of structural condition assessment was affected by both parameters with the width-to-thickness ratio being the controlling one. Through both numerical and experimental study, the designed width-to-thickness ratio of tapered links for different levels of structural condition assessment was established considering the effect of different steel grades used. In practice, the dimensions of tapered links can be determined following the design equation provided. Finally, a design procedure for the proposed SSSW system is provided.