• 사상체질의학회지
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• 제21권2호
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• pp.11-26
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• 2009

1. Objectives : This research was purposed to reconsider the Dong-Mu's Theory of Nature and Mind(生情論). 2. Methods : The Dong-Mu's interpretation on the first chapter of "The Doctrine of Mean(中庸)", and the related contents of Nature and Emotion(性情) in his literature such as "Gyukchigo(格致藁)", "Donguisusebowon-Sasang chobongyun(東醫壽世保元四象草本卷)" and "Donguisusebowon(東醫壽世保元)" were reviewed. 3. Results and Conclusions : 1. Dong-Mu reinterpreted the concepts about 'Providence(天命) and Human Nature(人性)', 'Not-yet-intentional state(未發) and Intentional state(已發)', 'Nature and Mind(性情)' and 'Equilibrium and Harmony(中和)' in "The Doctrine of Mean", and used these concepts as logical tools in explanation of his thoughts of Human being and medical theory. 2. The generating principle of Nature and Mind(性情) presented as sorrow, anger, joy and pleasure is 'the Principle of Human nature(性理)', which is embodied as 'the Principle of Organ(臟理)' in "Donguisusebowon". The Principle of Organ(臟理) is originated from Heart and lie at lung, spleen, liver and kidney as the form of Four Virtue(四德). 3. The Principle of Organ(臟理) has the position of superintendence and is the generating principle of Nature and Emotion(性情), by which the structural and functional variations between different constitutional types are formed. 4. Dong-Mu's newly established concept of Nature and Emotion(性情) is the core logic in his idea of physiology, pathology and self-cultivation.

• 한국환경과학회지
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• 제20권11호
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• pp.1425-1435
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• 2011

Time-series change in Gyeongpo beach shoreline was illustrated using DGPS(Differential Global Positioning System, resolution < 0.6m) observation from April, 2009 to April, 2010. The shoreline was subdivided into 12 areas, and westward and eastward movement of shoreline position at each area was calculated. In general, the shoreline moved toward sea during summer, and it moved toward land during winter. The southern and northern part of the shoreline had different pattern in time-series. The shoreline in the southern part moved toward sea during summer and moved toward land during winter, but time-series pattern of the shoreline in the northern part was more complicated than that in the southern part. Pattern of time-series change in the northern part was made up of three different types; the first is that the shoreline moves continuously toward land, and the second thing is that the shoreline's movement is the opposite to the southern part, and the third thing is that the shoreline maintains a state of equilibrium without any great fluctuation. The total length of the shoreline was the largest during winter and the smallest during summer. In general, time-series change in the shoreline had positive(+) relationship with sea surface pressure and wind speed.

• Interaction and multiscale mechanics
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• 제3권1호
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• pp.95-110
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• 2010

In recent years, study of the static response of pavements to moving vehicle and aircraft loads has received significant attention because of its relevance to the design of pavements and airport runways. The static response of beams resting on an elastic foundation and subjected to moving loads was studied by several researchers in the past. However, most of these studies were limited to steady-state analytical solutions for infinitely long beams resting on Winkler-type elastic foundations. Although the modelling of subgrade as a continuum is more accurate, such an approach can hardly be incorporated in analysis due to its complexity. In contrast, the two-parameter foundation model provides a better way for simulating the underlying soil medium and is conceptually more appealing than the one-parameter (Winkler) foundation model. The finite element method is one of the most suitable mathematical tools for analysing rigid pavements under moving loads. This paper presents an improved solution algorithm based on the finite element method for the static analysis of rigid pavements under moving vehicular or aircraft loads. The concrete pavement is discretized by finite and infinite beam elements, with the latter for modelling the infinity boundary conditions. The underlying soil medium is modelled by the Pasternak model allowing the shear interaction to exist between the spring elements. This can be accomplished by connecting the spring elements to a layer of incompressible vertical elements that can deform in transverse shear only. The deformations and forces maintaining equilibrium in the shear layer are considered by assuming the shear layer to be isotropic. A parametric study is conducted to investigate the effect of the position of moving loads on the response of pavement.

• 한국컴퓨터정보학회논문지
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• 제24권10호
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• pp.1-9
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• 2019

전투기 조종사는 '비행환경 적응 교육 훈련(APT)'을 이수함으로써 악조건 속에서도 완벽하게 임무를 수행할 수 있도록 능력을 향상시키고 있다. 그러나 비행 시 가속도로 인해 인체 평형기관의 이상으로 'Vertigo(Spatial disorientation)' 현상에 빠지게 되어 추락하는 사고 사례가 발생하고 있다. 이러한 비행착각에 빠지는 전투기 추락 사고는 국내 외를 불문하고 빈번하게 발생하고 있다. 이에 본 연구에서는 전투기에 'Vertigo' 경고 기능을 구현하고자 하였다. 먼저, 항공기 주임무 컴퓨터와 현재 구현되어 있는 경고 기능을 분석하였다. 그리고 항공기 자세 정보를 이용하기 위해 좌표계 시스템을 연구하였다. 이를 바탕으로 전투기가 배면 비행 자세로 일정 시간 이상 하강 시 전방시현장비에 시각적인 경고 기능을 제공하고자 하였다. 본 기능을 구현함으로써 조종사의 비행 안전을 향상시킬 수 있을 것이라고 기대한다. 또한 본 연구 결과를 바탕으로 다른 서브시스템과의 연계를 통한 경고 기능 구현 방안을 제안하고자 한다.

• Smart Structures and Systems
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• 제18권3호
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• pp.485-500
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• 2016

Stay cables in some cable-stayed bridges suffer large amplitude vibrations under the simultaneous occurrence of rain and wind. This phenomenon is called rain-wind-induced vibration (RWIV). The upper rivulet oscillating circumferentially on the inclined cable surface plays an important role in this phenomenon. However, its small size and high sensitivity to wind flow make measuring rivulet size and its movement challenging. Moreover, the distribution of the rivulet along the entire cable has not been measured. This paper applies the videogrammetric technique to measure the movement and geometry dimension of the upper rivulet along the entire cable during RWIV. A cable model is tested in an open-jet wind tunnel with artificial rain. RWIV is successfully reproduced. Only one digital video camera is employed and installed on the cable during the experiment. The camera records video clips of the upper rivulet and cable movements. The video clips are then transferred into a series of images, from which the positions of the cable and the upper rivulet at each time instant are identified by image processing. The thickness of the upper rivulet is also estimated. The oscillation amplitude, equilibrium position, and dominant frequency of the rivulet are presented. The relationship between cable and rivulet variations is also investigated. Results demonstrate that this non-contact, non-intrusive measurement method has good resolution and is cost effective.

• 한국잠사곤충학회지
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• 제28권1호
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• pp.61-65
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• 1986

견방견직물을 여러 가지 조건하에서 방추도를 측정하여 다음과 같은 결과를 얻었다. 1. 온도, 습도가 높아지면 방추도는 감소하며 습도의 영향이 온도의 영향보다 더 크게 작용한다. 2. 주름회복시간과 온도, 습도에 따른 방추도의 변화는 y=a+b ln T의 실험식으로 나타났고 회복시간의 경과에 따라 방추도는 증가하지만 300sec 이상에서는 평형상태에 도달했다. 3. 견직물과 화섬직물과 주름거동을 비교한 결과 견직물은 화섬직물에 비해 Voigt 모형에서의 K1값이 월등히 낮았다. 4. 조추시간에 따른 방추도 변화는 시간의 경과에 따라 점점 감소하지만 실험식에서 a값의 변화는 인정할 수 없었다. 5. 조추가중에 의한 방추도의 변화에 있어서도 동일한 결과를 얻었다.

• Advances in concrete construction
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• 제7권3호
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• pp.151-166
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• 2019

This paper introduces a new efficient analytical method, based on shear deformations obtained with 2D elasticity theory approach, to perform an explicit closed-form solution for calculation the interfacial shear and normal stresses in plated RC beam. The materials of plate, necessary for the reinforcement of the beam, are in general made with fiber reinforced polymers (Carbon or Glass) or steel. The experimental tests showed that at the ends of the plate, high shear and normal stresses are developed, consequently a debonding phenomenon at this position produce a sudden failure of the soffit plate. The interfacial stresses play a significant role in understanding this premature debonding failure of such repaired structures. In order to efficiently model the calculation of the interfacial stresses we have integrated the effect of shear deformations using the equilibrium equations of the elasticity. The approach of this method includes stress-strain and strain-displacement relationships for the adhesive and adherends. The use of the stresses continuity conditions at interfaces between the adhesive and adherents, results pair of second-order and fourth-order coupled ordinary differential equations. The analytical solution for this coupled differential equations give new explicit closed-form solution including shear deformations effects. This new solution is indented for applications of all plated beam. Finally, numerical results obtained with this method are in agreement of the existing solutions and the experimental results.

• 대한조선학회논문집
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• 제59권5호
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• pp.288-295
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• 2022

In this study, the force and moment acting on a Joubert BB2 submarine model at depths near the free surface were measured through a captive model test with the scale ratio of 1/15. Based on the experiment, the pitch moment and heave force due to the "Tail suction effect", including the change in surge force with depth near the free surface, were quantitatively analyzed. The change of force and moment according to the relative position of the sail and the free surface was reviewed with the free surface waves generated for each depths. As a result, the angle of attack of the hull to counteract the pitch moment induced by the tail suction effect was derived. The effect of the hydrostatic moment component according to the angle of attack on the equilibrium of pitch moment was also taken into account. The control plane performance tests for the X-type rudder and sail plane were conducted in snorkel and surface depth conditions to figure out the control plane angles for the neutral level flight of the submarine at near free surface. The results of this study are expected to be used as a reference data for the neutral level flight of the submarine at near free surface operation in the free running model test as well as numerical studies.

• 대한정형도수물리치료학회지
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• 제28권3호
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• pp.69-77
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• 2022

Background: Ankle sprains, and the resulting ankle instability worsen to chronic due to recurrent ankle injuries or sprains, 78% of which are accompanied by posture instability and damage due to changes in the position of the talus of the ankle. The purpose of this study is to investigate the immediate effect of applying MWM taping on the patient's muscle strength and balance ability in patients with chronic ankle instability. Methods: 15 people with MWM taping and 15 people with Kinesio taping were applied, and after applying the taping of the ankle, 10 minutes of walking treadmill and 10 times of forward lunge operation, the change in ankle muscle strength and balance ability was confirmed. The strength test of the ankle was performed using a test device called Biodex system 4 (USA) for the movement of the dorsi-flexion and plantar flexion of the foot, and the balance of the two groups was measured using Biodex balance system (USA) to test balance ability. Results: The comparison of muscle strength changes in the ankle does not show a significant increase in the group applying MWM compared to the group applying kinesio taping (p<.05). In the comparison of equilibrium capabilities, the MWM taping group also showed a significant increase in the MWM taping group compared to the kinesio taping group (p<.05). Conclusion: When applying MWM taping and kinesio taping to patients with chronic ankle instability, there was no significant difference in comparison of muscle strength changes, but there was a significant difference in comparison of balance ability.

• 수산해양기술연구
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• 제38권3호
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• pp.234-240
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• 2002

본 연구에서는 전개판의 영각 변화에 따른 정적안정성에 관하여 이론적 해석을 하였다. 또한 전개판의 형상별 유체력에 의한 정적 안정성을 평가하기 위하여 종횡비가 다른 평판과 만곡도가 다른 종만곡판을 사용하여 회류수조에서 유체력 및 모벤트를 측정하고 형상별 압력중섬계수와 모멘트 계수를 계산하였다. 본 연구에서 얻어진 결과를 요약하면 다음과 같다. 1. 전개판의 영각($\alpha$) 변화에 따른 끌줄의 장력과 후릿줄의 장력에 의한 모멘트 변화는 전개판을 항상 정적 안정성을 가지도록 작용한다. 2. 종횡비(λ)가 0.5, 1.0, 1.5인 평판의 압력중심계 수는 영각의 증가와 함께 전연에서 중심쪽으로 이동한다. 이것은 유체력에 의한 모멘트는 항상 정적으로 안정하도록 작용한다는 것을 의미한다. 3. 종횡비가 일정(λ=1.5)하고, 만곡도(CR)가 5%, 10%, 15%, 20%인 만곡판의 유체력에 의한 압력중심계수는 영각의 증가와 함께 후연에서 전연쪽으로 이동한 다음, 다시 만곡판의 중심쪽으로 이동한다 만곡판에 작용하는 유체력에 의한 모멘트는 만곡도가 커질수록 정적으로 불안정한 영각의 범위가 증가한다.