• 천문학회보
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• 제36권1호
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• pp.37.1-37.1
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• 2011

We report untwisting chromospheric surges of AR 10930. Hinode Solar Optical Telescope (SOT) observed AR 10930 on the west limb continuously from 11:21 UT December 18 to 09:58 UT December 19, using the Ca II H broadband filter. During the observation, rise and fall motion accompanying rotation appeared recursively. There occurred a total of 14 surges at AR 10930 over 17 hours. The average duration was 45 minutes, and the average width, and length were 8 Mm, and 39 Mm, respectively. The dynamic properties including number of turns from the rise to the fall, the axial speed and acceleration are also analyzed. We speculate that the surges occurred by recursive reconnections between the twisted prominence and large untwisted flux tube.

• 대한의용생체공학회:의공학회지
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• 제15권3호
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• pp.289-294
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• 1994

A new type of electrogoniometer to measure the three dimensional motion of the human knee joint was developed. This instrument is composed of six potentiometers: four arranged for two universal joints, one for pin joint, and one for axial rotation measurement. The voltage change in six potentiometers were collected through A/D converter for acquisition, storage and analysis. With a developed instrument, gait analysis was performed. Compared to earlier developed triaxial type goniometer, new instrument shows its convenience in application and accuracy in measurement.

• Structural Engineering and Mechanics
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• 제30권4호
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• pp.427-444
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• 2008

A mathematical model for the nonlinear dynamics of a rotating beam with flexible root attached to a rotating hub with elastic foundation is developed. The model is developed based on the large planar and flexural deformation theory and the potential energy method to account for axial shortening due to bending deformation. In addition the exact nonlinear curvature is used in the system potential energy. The Lagrangian dynamics and the assumed mode method is used to derive the nonlinear coupled equations of motion hub rotation, beam tip deflection and hub horizontal and vertical displacements. The derived nonlinear model is simulated numerically and the results are presented and discussed for the effect of root flexibility, hub stiffness, torque type, torque period and excitation frequency and amplitude on the dynamic behavior of the rotating beam-hub and on its stability.

• 오토저널
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• 제12권2호
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• pp.29-42
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• 1990

Three dimensional frame structures with such nonlinearities as large displacements, medium rotations, plastic hinges and local defects are efficiently analyzed by introducing the nonlinear rotational spring. Formulations are based on the incremental updated Lagrangian descriptions and the virtual work principle, Axial displacement and twisted angle in beam elements are interpolated linearly, while bending displacements are approximated by the Hermite polynomials. The modified are length method is used as a solution method. The moment-angle of rotation relationship obtained analytically or experimentally can be easily incorporated into the solution procedure. Several examples tested show that the present method can be used efficiently in analyzing nonlinear frame structures with plastic hinges or local defect.

• 한국자동차공학회논문집
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• 제23권1호
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• pp.88-96
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• 2015

This paper is the first investigation on the evaluation methods of flow characteristics in the steady bench. For this purpose, several assumptions used in the steady flow evaluation are examined, comparing the measured and/or processed results by the conventional impulse swirl meter with the ones by the real velocity through a particle image velocimetry. The results show that the most questionable assumption is the solid rotation of swirl. With regard to this assumption, the flow characteristics by the conventional methods are distorted seriously by both of the eccentricity of the swirl center and non-uniform velocity profile along the cylinder radial direction. In addition, the cylinder axial velocity distribution also has the great effect on the flow characteristics.

• The Journal of Korean Physical Therapy
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• 제2권1호
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• pp.103-112
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• 1990

The intervertebral disc in the anterior portion of the function unit gives the spine its flexibility. The disc is attached closely to the vertebral endplates. Between these endplates and the annulus fibrosus, the nucleus pulposus of the lumbar disc is enclosed in a circle of unyielding tissues. Compressive pressure placed on the disc is dissipated circumferentially in a passive manner In response to the greater axial forced exerted on the lumbar spine in comparison to the cervical and thoracic spines, the nucleus pulposus has its greatest surface area in the lumbar spine. The intervertebral disc is not only structure that helps diss pate stresses placed on the spine. With flexion, extension, rotation, or shear stress, the load distribution on the function unit is shared by the intervertebral disc, anterior and posterior longitudinal ligaments, the facet joints and capsules, and other ligamentous structures like the ligamentum flavum, interspinous and supraspinous ligaments, which attach to the posterior elements of the functional unit.

• Structural Engineering and Mechanics
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• 제70권2호
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• pp.199-207
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• 2019

In this paper, a semi-analytical method will be discussed for free vibration analysis of rotating beams with variable cross sectional area. For this purpose, the rotating beam is discretized through applying the transfer matrix method and assumed the axial force is constant for each element. Then, the transfer matrix is derived based on Euler-Bernoulli's beam differential equation and applying boundary conditions. In the following, the frequencies of the rotating beam with constant and variable cross sections are determined using the transfer matrix method in several case studies. In order to eliminate numerical difficulties in the transfer matrix method, the Riccati transfer matrix is employed for high rotation speed and high modes. The results are compared with the results of the finite elements method and Rayleigh-Ritz method which show good agreement in spite of low computational cost.

• 한국전산구조공학회논문집
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• 제31권6호
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• pp.293-299
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• 2018

초고층 건물의 횡변위 제어를 위하여 사용되는 아웃리거를 기존의 철골 트러스 대신에 철근콘크리트 벽체로 대체할 수 있다. 철근콘크리트 아웃리거 벽체를 외부 기둥에 연결할 경우에는 축력뿐만 아니라 전단력과 모멘트가 외부 기둥에 유발될 수 있다. 본 연구에서는 아웃리거 벽체 외단부의 회전으로 인한 외부 기둥의 전단력을 수식으로 유도하고 그 값을 유한요소 해석 결과와 비교하였다. 유한요소해석에서는 층별 연결보의 효과와 전단벽과 아웃리거를 보와 평면응력요소로 모델링한 효과를 분석하였다. 층별 연결보의 효과는 거의 없었으며 평면응력요소는 보요소보다 더 큰 강성을 가진 것으로 해석되었다. 아웃리거 벽체의 외단부 회전으로 인한 외부기둥의 층간 회전각과 전단력은 허용값에 비하여 상당히 작은 값이 발생하였다. 따라서 초고층 건물에 철근콘크리트로 된 아웃리거 벽체를 적용할 경우에도 외부 기둥에 유발되는 전단력과 모멘트에 대하여 별도의 검토를 할 필요는 없을 것으로 판단된다.

• 구강회복응용과학지
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• 제19권4호
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• pp.257-268
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• 2003

The purpose of this study was to assess the loading distributing characteristics of implant prosthesis according to position and direction of load, under vertical and inclined loading using FEA analysis. The finite element model was designed according to standard fixture (4.1mm restorative component x 11.5mm length). The crown for mandibular first molar was made using UCLA abutment. Each three-dimensional finite element model was created with the physical properties of the implant and surrounding bone. This study simulated loads of 200N at the central fossa in a vertical direction (loading condition A), 200N at the outside point of the central fossa with resin filling into screw hole in a vertical direction (loading condition B), 200N at the centric usp in a $15^{\circ}$ inward oblique direction (loading condition C), 200N at the in a $30^{\circ}$ inward oblique direction (loading condition D) or 200N at the centric cusp in a $30^{\circ}$ outward oblique direction (loading condition E) individually. Von Mises stresses were recorded and compared in the supporting bone, fixture, and abutment screw. The following results have been made based on this study: 1. Stresses were concentrated mainly at the ridge crest around implant in both vertical and oblique loading but stresses in the cancellous bone were low in both vertical and oblique loading. 2. Bending moments resulting from non-axial loading of dental implants caused stress concentrations on cortical bone. The magnitude of the stress was greater with the oblique loading than with the vertical loading. 3. An offset of the vertical occlusal force in the buccolingual direction relative to the implant axis gave rise to increased bending of the implant. 4. The relative positions of the resultant line of force from occlusal contact and the center of rotation seems to be more important. 5. The magnitude of the stress in the supporting bone, fixture and abutment screw was greater with the outward oblique loading than with the inward oblique loading and was the greatest under loading at the centric cusp in a $30^{\circ}$ outward oblique direction. Conclusively, this study provides evidence that bending moments resulting from non-axial loading of dental implants caused stress concentrations on cortical bone. But it seems to be more important that how long is the distance from center of rotation of the implant itself to the resultant line of force from occlusal contact(leverage). The goal of improving implants should be to avoid bending of the implant.

• 구강회복응용과학지
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• 제34권3호
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• pp.157-166
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• 2018

목적: 두 가지 CAD software에서 각 software의 맞춤형 지대주 디자인과 출력물의 일치도를 비교 평가한다. 연구 재료 및 방법: 3Shape Dental System과Delta9 CAD 소프트웨어를 이용하여 임플란트 식립 석고모델에 맞춤형 지대주를 디자인하였다(CRM STL file).디자인한 지대주를 밀링 한 후, 접촉식 방식으로 스캔하고(Test STL file), Inspection 소프트웨어에서 각 지대주의 Test STL file과 CRM STL file을 중첩하여 오차값을 측정하였다. 결과: 시편의 전체 스캔 오차 비교와 축면 경사각에 따른 축면부위 오차비교에서 Delta9이 더 나은 밀링 재현성을 보였다(P < .05). 마진설정 시, 반경 0.9 mm에서 Delta9의 디자인과 출력물의 일치도가 더 우수했다(P < .05). 반면, Anti-rotation 형태 부여에 따른 유의할 만한 차이는 없었다. 부위별 오차 값 누적 비교에서는 Delta9이 대부분의 시편에서 더 작은 오차 값을 보였다(P < .05). 결론: Delta9이 대부분의 디자인 설정 환경에서 3Shape보다 더 작은 오차 값을 보였다. 이는 Delta9을 사용했을 때, 계획된 디자인과 출력물의 일치도가 3Shape과 유사하거나 더 좋은 출력물을 얻을 수 있음을 의미한다.