• 정보처리학회논문지D
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• 제12D권1호
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• pp.121-128
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• 2005

GPRS 망으로 이동한 이동 ISP 가입자가 무선 인터넷 서비스를 제공 받기 위해 필요한 IP 할당과 인증 문제점을 알아보고 그 해결 방법으로 인증 및 과금 기능을 가진 RADIUS 인증 및 과금 서버론 이용한 IP 관리 기법을 제안하였다. 제안된 RADIUS 인증 및 과금 서버를 이용한 IP 관리 기법을 통해 GGSN은 할당된 IP의 갱신(할당시간 연장) 및 해제의 과정을 수행할 수 있도록 하고 지속적인 무선 인터넷 서비스 지원 및 IP 자원 관리를 가능하게 하며 이를 위해 ISP 내 RADIUS 서버와의 연동 신호를 정의하였다.

• Korean Journal of Mathematics
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• 제27권1호
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• pp.165-173
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• 2019

In this paper, the definition b-numerical radius and b-norm is introduced and we present several b-numerical radius inequalities. Some applications of these inequalities are considered as well.

• 동력기계공학회지
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• 제14권1호
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• pp.47-52
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• 2010

In this study, Finite Element Analysis have been adopted to analyze reducing stress effect and used to induce the sensitivity of design parameter on various techniques which was used for reducing stress. And so it can be utilized as a data to design on similar model. The effect of reducing stress with respect to change of relief groove radius can be increased by 27.3~18.2 % more than radius of fillet. And if a shoulder fillet radius is larger, additional reducing stress by relief groove radius is not obtained. And there was only little effect on reducing stress by changing the center point of groove radius along horizontal direction. In the case that undercut radius is 1.5mm, Max. Equivalent stress is reduced by 5.71% under bending force and 11.11% under torsion. The best effect of reducing stress at undercut model was yielded when the undercut radius is a forth of difference of stepped shaft radius.

• 대한수학회논문집
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• 제12권2호
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• pp.365-371
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• 1997

We prove some relation of volume with the covering radius of Riemannian manifolds and reprove well-known sphere rigidity theorems by using it.

• 한국안광학회지
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• 제1권2호
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• pp.71-76
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• 1996

성인 남자 91명, 여자 61명, 총 152 명을 대상으로 각막 중앙부위 3 mm 직경의 곡률반경을 측정한 결과, 남자 우안의 경우 수평경선의 곡률반경은 7.16 mm ~ 8.49 mm, 수직경선의 곡률반경은 7.03 mm ~ 8.34 mm. 좌안의 경우 수평경선은 7.10 mm ~ 8.48 mm, 수직경선은 7.01 mm ~ 8.24 mm였다. 여자 우안의 경우 수평경선의 곡률반경은 7.16 mm ~ 8.45 mm, 수직경선의 곡률반경은 7.11 mm ~ 8.18 mm, 좌안의 경우 수평경선은 7.15 mm ~ 8.43 mm, 수직경선은 7.01 mm ~ 8.26 mm로 분포하고 있었다. 그리고 곡률반경의 평균치는 남자의 경우 7.74 mm, 여자의 경우 7.69 mm 로 남자가 여자보다 약 0.05 mm 정도 크게 나타났으며 전체 평균은 7.71 mm로 측정되었다. 이 값은 Gullstrand 정밀모형안의 수치와 장 일치하였다. 또한 수평경선의 곡률반경 평균치는 7.79 mm, 수직경선의 곡률반경 평균치는 7.64 mm로 수평경선의 곡률반경이 수직경선의 곡률반경보다 0.15 mm 정도 크게 나타났다.

• 한국멀티미디어학회논문지
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• 제20권12호
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• pp.1951-1959
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• 2017

Due to the fact that 3D printing is applied to many areas of life, 3D printing models are often used illegally without any permission from the original providers. This paper presents a novel watermarking algorithm for the copyright protection and ownership identification for 3D printing based on the radius curvature of 3D triangle. 3D triangles are extracted and classified into groups based on radius curvature by the clustering algorithm, and then the mean radius curvature of each group will be computed for watermark embedding. The watermark data is embedded to the groups of 3D triangle by changing the mean radius curvature of each group. In each group, we select a 3D triangle which has the nearest radius curvature with the changed mean radius curvature. Finally, we change the vertices of the selected facet according to the changed radius curvature has been embedded watermark. In experiments, the distance error between the original 3D printing model and the watermarked 3D printing model is approximate zero, and the Bit Error Rate is also very low. From experimental results, we verify that the proposed algorithm is invisible and robustness with geometric attacks rotation, scaling and translation.

• 대한방사선기술학회지:방사선기술과학
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• 제33권4호
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• pp.335-340
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• 2010

T형 금속판을 이용한 요골 원위부 골절 수술 후 나사못의 요골구 관통 유무를 확인하기 위한 요골구 촬영 방법을 알아보고자 하였다. Wrist CT 환자 51명의 3D 영상과 건조된 요골 표본 20본에서 요골구 각도를 분석하였고, 석고를 이용하여 요골 모형을 제작 한 다음 나사못이 요골구를 2.4 mm 관통 하도록 하고 요골구 원위부 거상 각도 및 외회전 각도를 0~30도까지 5도씩 변화시켜 X-선 영상으로 촬영하였다. 그 결과 요골구 각도는 Wrist CT 영상에서 평균 14.4도, 건조된 요골 표본에서 평균 16.3도였다. 요골 모형에서 요골구를 관통한 나사못의 길이는 거상 각도 및 외회전 각도에 따라 묘출 정도가 다름을 알 수 있었다. 결론적으로 T형 금속판을 이용한 요골 원위부 골절 수술 후 나사못의 요골구 관통을 알기 위한 접선방향촬영에서 요골 원위부 거상각은 $5^{\circ}$, 외회전 각은 $20^{\circ}$를 추천한다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1999년도 춘계학술대회논문집
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• pp.70-76
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• 1999

Recently most of researches for deep drawing process using sheet metal have been performed on the formability of axisymmetric shape but there have not been any concrete reports on the formability of non-axisymmetric shape In addition the conventional shape radius of the punch and die has been determined by the trying-and-error using industrial experimence and post processing test and only approximate shape radius of the punch and die has been determined by the trying-and-error using industrial experience and post processing test and only approximate shape radius of the punch and die has been present So in this study the optimal shape radius of the punch and die in deep drawing process with biaxisymmetric blank shape would be proposed. Through the deep drawing experiment it is found that in order to obtain the optimal products especially shape radius of the punch and die in all processes is very important.

• 한국방재학회 논문집
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• 제8권2호
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• pp.39-43
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• 2008

Determination of strain associated with shear modulus and damping ratio during torsional test is complicated. This is due to nonuniform stress-strain variation occurring linearly with radius in a soil specimen in torsion. A conventional equivalent radius approach proposed by Chen and Stokoe appears to be adequate for evaluating strain associated with shear modulus at low to intermediate strain levels. This approach is less accurate for damping measurement, particularly at high strain. Modified equivalent radius approach was used to account for the nonuniform stress-strain effect more precisely. The modified equivalent radius approach was applied for hyperbolic, modified hyperbolic, and Ramberg-Osgood models. The results illustrate the usefulness of the modified equivalent radius approach and suggest that using a single value of equivalent radius ratio to calculate strains is not appropriate.

• 한국방재학회 논문집
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• 제8권2호
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• pp.97-103
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• 2008

Determination of stress-strain relationship in torsional tests is complicated due to nonuniform stress-strain variation occurring linearly with the radius in a soil specimen in torsion. The equivalent radius approach is adequate when calculating strain at low to intermediate strains, however, the approach is less accurate when performing the test at higher strain levels. The modified equivalent radius approach was developed to account for the problem more precisely. This approach was extended to generate the plots of equivalent radius ratio versus strain using modified hyperbolic and Ramberg-Osgood models. Results showed the effects of soil nonlinearity on the equivalent radius ratio curves were observed. Curve fitting was also performed to find the stress-strain relationship by fitting the theoretical torque-rotation relationship to measured torque-rotation relationship.