• Journal of the Korea Concrete Institute
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• v.11 no.3
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• pp.81-88
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• 1999

In order to properly evaluate the shear strength of reinforced concrete circular columns due to the transverse shear reinforcement, the average of fractions of forces generated along the circular transverse hoops across the shear failure plane in the loading direction is calculated. For this, the center-to-center diameter of circular transverse hoops. spacing and the crack angle measured to the column longitudinal axis are considered. Using these variables, an equation representing the effective section area of circular transverse shear steel is proposed. The study result shows that the constant parameter. used for the calculation of the effective section area of circular hoops over the last 10 years, should not universally be applied any more. The use of the constant parameter may not seriously do harm to the evaluation of shear strength for circular columns with non-seismically designed transverse hoop reinforcement, since it gives slightly conservative results. However. for well-confined circular columns with close spacing or circular steel jacketing. it gives about 20% overestimation of the shear capacity contributed by the transverse hoop steel.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1987.11a
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• pp.75-78
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• 1987

저어널베어링으로 지지되고 있는 축 및 베어링 시스템에서 축이 고속으로 회전할 때, 어느 회전수 이상에서 시스템의 안정성이 깨어져 축의 진동진폭이 갑자기 커지는 Self-excited whirl이라 불리우는 불안정 현상이 존재한다. 따라서 고속회전체에 적용되는 공기윤활 저어널베어링에 있어서 안정성 문제는 설계 및 운전에 고려되어야 하는 지배적 요인 중의 하나가 된다. Lund, Fleming과 Cunningham, Mori 들은 외부가압형 공기윤활 저어널베어링의 안정성을 이론적으로 해석하였으며 Pincus는 Self-acting형 공기베어링에서 편심율이 작은 경우 2-Lobe 베어링이나 3-Lobe 베어링이 원형베어링보다 강성도와 감쇠력이 더 크므로 안정성이 더 좋을 것이라고 정성적으로 예측했다. 그러나 외부가압 공기윤활 저어널베어링의 안정성에 비원형 베어링의 유효성은 김 두환, 김 금모, 박 종포 등에 의하여 실험적으로 제시되었다. 따라서 본 연구는 외부가압형 공기윤활 저어널베어링에서 Multi-lobe 형상의 베어링이 축 및 베어링 스스템의 안정성에 미치는 효과를 원형의 경우와 비교하여 이론적으로 해석하여 Multi-lobe베어링의 유효성을 보이고 이에 적용 가능한 Programing을 하여 몇가지 경우에 대하여 계산을 하고자 한다.

• Proceedings of the Korean Information Science Society Conference
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• 2008.06c
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• pp.456-461
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• 2008

클래스별 원형상(prototype)의 분포가 선형분리 불가능하고 동시에 분산이 서로 다르고 희박한 분포의 원형상에 있어서 입력패턴에 대한 고정밀도의 식별을 행하기 위해 클래스별 최근방 원형상과 그 k 근방 원형상에 있어서 노름(norm) 평균에 기초한 최근방 결정법에 의한 패턴식별방법을 제안한다. 제안하는 방법의 유효성을 평가하기위해 인공적인 패턴과 실제 패턴에 대해 일반적인 k-NN법, 매해라노비스 거리(maharanobis distance), CAP, kCAP, SVM의 각각에 기초한 방법과 제안하는 방법을 적용하여 식별률에 의한 평가를 행하였다. 그 결과 특히, 원형상의 분포가 희박한 경우 제안하는 방법이 다른 방법들에 비해 높은 식별률을 나타냈다.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.1853-1854
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• 2008

본 논문에서는 입력패턴과 그 k 근방 원형상에 잇어서 노름 평균에 기초한 최근접 결정법칙에 의한 패턴식별법을 제안한다. 이 방법은 식별경계 근방의 원형상에 있어서 분산의 차에 의한 가중치를 고려하기 때문에 패턴의 수가 적을 때 입력패턴을 정확하게 분류할 때 사용될 수 있다. 본 방법의 유효성을 평가하기 위해 인공적인 패턴과 실제패턴에 대해 k-NN 등 기존방법과 제안하는 방법을 적용하여 식별률에 의한 평가를 행한 결과, 특히 원형상의 분포가 희박한 경우 제안하는 방법이 기존방법에 비해 높은 식별률을 나타냈다.

• Journal of Navigation and Port Research
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• v.26 no.2
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• pp.199-207
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• 2002

Radar Cross Sections(RCS) for the radar targets are measured and their performance characteristics are analyzed through computer simulation. In addition, constructional features for the commercial radar reflectors are investigated. Then, the optimum design condition of a passive-type radar reflector was chosen. The results show that the octahedral-type radar reflector with 10$\lambda$ sized circular plates has best performance in X-band($\lambda$=3.2cm). However, to comply with newly adopted 2000 SOLAS regulations, larger sized circular plate is required to provide at both X-band and S-band.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.6
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• pp.2411-2425
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• 2013

In the design of pile foundation on the rock layer in the stratified structure with sedimentary and rock layers, the structural analysis of the stratified rock layer is required to determine the failure modes (flexural failure, punching shear failure or end bearing failure) and the bearing capacity of the rock layer. However, the existing usable Elastic Plate Analysis Method (EPAM) suggested by ACI committee 436 and Korean Code Requirements for Structural Foundation Design is very complex, and engineers have many difficulties in using it. Therefore, in this research, we proposed the relatively simple Circular Foundation Analysis Method (CFAM) with the concept and the equation of the equivalent effective width (radius) instead of the complex EPM, and the related equations of bending moment and shear force to be equal to the analysis results of EPAM. As a result, the proposed CFAM using the equivalent effective width (radius) is simple and convenient to use, and the analysis results of it are very good in their accuracies comparing those of EPAM and Finite Element Method.

• Transactions of the Korean Society of Mechanical Engineers
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• v.11 no.3
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• pp.368-375
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• 1987

Effective thermal conductivity of the porous nuclear fuel has been investigated numerically. Difficulties associated with irregular shape of pore have been overcome by using the Body Fitted Coordinate Systems. A computer code has been developed to solve the governing equation with appropriate boundary conditions by transforming from the Cartesian coordinates to the nonorthogonal curvilinear coordinates. The effects of the porosity have been investigated. For a convenient use of the result, a correlation equation was suggested under the assumption of circular pore. The computation results by the assumption of randomly oriented elliptic pore has been agreed more closely to existing experimental result than that by the assumption of circular pore.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.11 no.4
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• pp.642-648
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• 2000

We introduce a new application of the genetic algorithm for design of the coaxial fed circularly polarized rectangular microstrip antenna. The GA shows excellent results for the design of the microstrip antenna which have a very complex objective function including the input impedance, the effective loss tangent and the axial ratio. The objective function is derived from the cavity model, and the size and the feeding point are optimized by the genetic algorithm. The experimental results show good agreement with the simulated results.

• Journal of Korean Society of Forest Science
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• v.85 no.4
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• pp.557-564
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• 1996

Based on stem analysis as well as branch analysis data of each tree from 8 plots of circle clear-cutting and 1 biomass plot in Changbai Mountain area, located in Northeast of China, the effective crown form of Changbai larch(Larix olgensis H.) plantation were studied by using the approach of crown curve. The results indicated that the cross-section forms of effective crown were stable and showed approximate circle for different tree size. Because the effective crown was on upper position of the canopy and its form reflects crown architecture under non-competition condition, the architecture is mainly affected by species hereditary feature. Therefore, for the specified species the effective crown form was thought to be relatively stable. The effective crown form of tree was neither related to the tree size within stand nor to the stand condition for different stand. The total effective crown curve of larch plantation could be characterized by using mean effective crown taper.

• Journal of the Korea Concrete Institute
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• v.14 no.6
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• pp.982-988
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• 2002

Current design equations for shear strength of reinforced concrete columns generally overestimate the shear strength contribution by the circular transverse reinforcement. This is due to the simplification of the discrete distribution of the reinforcement to the continuous one and the imprudent application of the classical truss model to the circular section, which is different in shear-resisting mechanism from the rectangular section. This study presents a rational model for the prediction of shear strength contribution by the circular transverse reinforcement considering the starting location of a diagonal crack, the number of transverse reinforcing bars crossing the main crack and the geometrical strength component of the transverse resistance. It was found that, for lower amount transverse reinforcement, the crack starting point and the number of crack crossing bars greatly influence the shear-resisting capacity. Proposed model leads to a reliable design equation which is derived using a linear regression method and is in good agreement with the lower bound of exact strength curve.