• 콘크리트학회논문집
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• 제22권4호
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• pp.595-603
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• 2010

염소이온 침투를 받는 해양환경 콘크리트의 확률기반 내구수명 예측을 위해 몬테카를로 시뮬레이션 방법이 많이 사용된다. 그러나 몬테카를로 시뮬레이션 방법은 해석에 매우 긴 시간이 소요되며 해석결과도 매번 다른 결과를 준다. 이에 비해 신뢰성해석에 자주 사용되는 모멘트법은 계산에 소요되는 시간의 거의 없고, 동일문제에 대해서는 항상 동일한 결과를 주는 장점이 있다. 이에 이 연구에서는 신뢰성이론의 모멘트법을 염소이온 침투에 대한 부식개시확률 산정에 적용하였다. 이를 위해 먼저 일계이차 모멘트법과 이계이차 모멘트법에 의한 파괴확률 산정 프로그램을 개발하였다. 개발된 해석 프로그램들을 사용한 예제해석을 통하여 일계이차 모멘트법에 비하여 이계이차 모멘트법이 더 정확한 부식개시확률 산정결과를 줌을 확인하였다. 또 부식개시확률에 미치는 각 확률변수의 영향을 평가하는 민감도 해석을 수행하였으며, 가장 큰 영향인자는 피복두께로 나타났다. 특히 피복두께의 변동계수 변화에 의한 영향이 평균값 변화에 의한 영향 보다 더욱 현저함을 확인하였다.

• 한국통신학회:학술대회논문집
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• 한국통신학회 1987년도 춘계학술발표회 논문집
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• pp.184-187
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• 1987

The method of Conjugate Gradient(C.G.M) is applied to the solution of current distribution from body of revolution (B.O.R).Using the C.G.M it is possible to analyze electrically large arbtrarily oriented B.O.R. The fundamental differences between C.G.M and moment method are outlined. This method converges for any initial guess and this techniqe gurantees a monotonic convergence. Numerical results are presented for electromagnetic case which show good agreement with moment solution.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.369-374
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• 1999

A practical approach of calculating the ultimate strength of composite beams with unreinforced web opening is proposed. In this method, the slab shear contribution at the opening is calculated as the smaller of the shear strength of the slab and the pullout capacity of the shear connectors at the high moment end. A simple interaction equation is used to predict the ultimate strength under simultaneous bending moment and shear force. Strength prediction by the proposed method is compared with previous test results and the predictions by other analytical method. The comparison shows that the proposed method predicts the ultimate capacity with resonable accuracy.

• Journal of Magnetics
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• 제13권3호
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• pp.85-87
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• 2008

I report a simple method to correct the saturation effect in absorption spectra measured in total electron yield (TEY) mode. It does not require additional measurements of the X-ray penetration depth. In order to check the reliability of the method, X-ray magnetic circular dichroism (XMCD) spectra for polycrystalline Fe were measured at two different incident angles, and then processed with the method. The two resultant XMCD spectra were identical, and their sum rule analysis produced the ratios of orbital magnetic moment to spin magnetic moment, which were very close to the well-known value.

• 대한치과교정학회지
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• 제21권3호
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• pp.617-634
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• 1991

The retraction of anterior teeth is one of the fundamental methods in orthodontic treatment and a proper position and angulation of anterior teeth after the retraction are very important for esthetics, stability, and function of teeth. In this research we analyzed, by Finite Element Method, the stress distribution on the periodontal ligament according to the variation of force and moment applied on the crown and predict the pattern of movement of maxillary central incisor. At the same time, the amount of force and moment caused by activation of the loop which was used for retraction of maxillary central incisor was analyzed by Finite Element Method. We observed the following results: 1) We could control the stress distribution on the periodontal ligament by proper moment/force ratio on maxillary right central incisor and predict the pattern of movement of maxillary right central incisor. 2) The amount of stress on the periodontal ligament as well as the moment/force ratio demanded by each pattern of movement increased as the destruction of alveolar bone was worse. 3) The moment/force ratio demanded by each pattern of movement decreased as the angle between the maxillary central incisor and occlusal plane decreased. 4) The force with the open loop was shown to be large compared to that with the closed loop. Also, the force with the helix decreased by 30% compared to that without the helix. 5) Under the same conditions we observed a larger moment/force ratio when the open loop and/or the helix were used.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1992년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 19-21 Oct. 1992
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• pp.1014-1017
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• 1992

This paper proposed LM method for solving bin-picking problem in robot vision. It has the processing steps such as image enchancement, image thresholding, region labelling, and moment computation. To determine a target object form bined objects, the modified labelling method is used. To determine position and orientation of holdsite, the moment method is used. Finally, some experiment results are illustated and compared with the results of conventional shrinking algorithm. The proposed LM method has reduced processing time.

• 콘크리트학회지
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• 제11권1호
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• pp.243-254
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• 1999

면외 바닥하중과 면내 압축력을 받는 플랫플레이트 슬래브에 적용할 수 있는 모멘트증대법을 개발하기 위하여 수치해석연구를 실시하였다. 수치해석연구를 위하여 재료와 기하학적 비선형효과를 고려한 비선형 유한요서 해석프로그램을 개발하였으며, 해석모델로서 국내 철근콘크리트계산규준의 직접설계법에 의하여 설계된 플랫플레이트 슬래브를 사용하였다. 본 연구는 지배하중조건인 수직하중후 1축압축력의 조합하중을 받는 슬래브에 대한 좌굴하중과 모멘트증대계수를 제안하였다. 좌굴하중은 두 개의 요소, 즉 슬래브의 기하학적 형태의 영향을 나타내는 좌굴계수와 압축과 인장 균열에 의한 손상정도를 나타내는 유효휨강성으로 정의된다. 변수연구를 통하여 좌굴계수와 유효휨강성의 변화를 연구하였으며, 이 수치해석결과를 바탕으로 좌굴계수와 유효휨강성의 설계값과, 이를 사용하는 모멘트증대법을 제안하였다.

• Steel and Composite Structures
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• 제38권5호
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• pp.547-562
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• 2021

This paper aims to explore the mechanical behavior and moment-rotation model of blind bolted joints between concrete-filled double skin steel tubular columns and steel-concrete composite beams. For this type of joint, the inner tube and sandwiched concrete were additionally identified as basic components compared with CFST blind bolted joint. A modified moment-rotation model for this type of connection was developed, of which the compatibility condition and mechanical equilibrium were employed to determine the internal forces of basic components and neutral axis. Following this, load transfer mechanism among the inner tube, sandwiched concrete and outer tube was discussed to assert the action area of the components. Subsequently, assembly processes of basic coefficients in terms of their stiffness and resistances based on the component method by simplifying them as assemblages of springs in series or in parallel. Finally, an experimental investigation on four substructure joints with CFDST columns for validation purposes was carried out to capture the connection details. The predicted results derived from the mechanical models coincided well with the experimental results. It is demonstrated that the proposed mechanical model is capable of evaluating the complete moment-rotation relationships of blind bolted CFDST column composite connections.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.17-20
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• 2005

Moment-curvature relation of RC pier is influenced greatly in occurrence form of crack and difference is happened according to consideration existence and nonexistence of tension stiffening effect. However, studies considering these is very insufficient misgovernment. Also, it is sometimes unavoidable lap splice of axial reinforcement in plastic hinge region of RC piers. However, specific design standard about lap splice of axial reinforcement is unprepared real condition and study about effect that lap splice of axial reinforcement get in occurrence form of crack is insufficient misgovernment. Therefore, in this paper, experiments are performed with hollow RC piers that do lap splice of axial reinforcement by main variable. And this study present analytical method about moment-curvature relation of hollow RC pier that consider tension stiffening effect and analyze effect that lap splice of axial reinforcement gets in occurrence form of crack. Analytic method of moment-curvature relation of RC pier that present in this study shows very similar motion with experiment result and crack interval of RC pier is suffering dominate impact in the augmented reinforcement amount by lap splice and average crack interval decreases as lap splice ratio increases.

• 전력전자학회논문지
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• 제10권5호
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• pp.436-442
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• 2005

본 논문에서는 전동기의 고성능 속도제어를 위해 필수적인 상수인 관성을 추정하는 알고리즘을 제안한다. 제안된 알고리즘은 속도관측기에서 발생되는 관성오차의 정보를 포함하고 있는 위치 오차신호를 관측하여 이를 비례적분 제어기를 사용하여 정상상태 오차를 없게 제어함으로써 관성을 추정하므로 특히, 관측기 기반 속도측정법에 쉽게 구현이 가능하다. 모의실험과 실험결과를 제시하여 추정관성이 제안된 방법에 의하여 실제값에 수렴하였으며 이에 파라 관측된 속도 역시 실제 측정된 속도와 일치하게 되었으며, 속도제어기가 설계한 응답특성을 보임을 입증하였다.