• 한국구조물진단유지관리공학회 논문집
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• 제6권3호
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• pp.97-102
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• 2002

Two dimensional Analysis has been applied to most of tunnel lining design in these days. Two dimensional analysis uses beam or curved beam element for finite element method. But because the behaviors of tunnel concrete lining structure is near to shell, it is required to model the tunnel lining as shell structure for safety design of tunnel lining structure. In this paper, two dimensional analysis by beam element and the three dimensional analysis by shell element of tunnel concrete lining are studied, in which 3 type of tunnel lining and lateral pressure factors are considered. As results of the study, three dimensional analyses of the behavior of tunnel concrete lining structure considering lateral pressure factor shows that the moment of three dimensional analysis is greater than those of two dimensional analysis. The results shows that three dimensional analysis is necessary for safety design of tunnel lining.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2005년도 추계종합학술대회
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• pp.683-686
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• 2005

By now, we have been analysing the resistance values on 3 dimensional structure using experimental statical method or theoretical modeling, while devices miniaturizing reveals the limitation of the traditional methods to calculate 3 dimensional resistance. In addition, 2 dimensional analysing can not produce 3 dimensional characteristic following miniaturizing. To solve the limitations , we must do high level modeling of semi-conductor process. In this thesis, we analyzed the Laplace equation that is the basic and important for 3 dimensional structure resistance with computer simulation method and on the basis of this, analyzed the characteristic of resistance of 3 dimensional structure communication semiconductor device.

• 동력기계공학회지
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• 제16권1호
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• pp.78-83
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• 2012

The authors suggest the algorithm for the static analysis of a three dimensional solid structure by using the finite element-transfer stiffness coefficient method (FE-TSCM) and the hexahedral element of the finite element method (FEM). MATLAB codes were made by both FE-TSCM and FEM for the static analysis of three dimensional solid structure. They were applied to the static analyses of a very thick plate structure and a three dimensional solid structure. In this paper, as we compare the results of FE-TSCM with those of FEM, we confirm that FE-TSCM introducing the hexahedral element for the static analysis of a three dimensional solid structure is very effective from the viewpoint of the computational accuracy, speed, and storage.

• 한국인터넷방송통신학회논문지
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• 제19권4호
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• pp.35-39
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• 2019

3차원 구조에서 EMI 스프레이 코팅막의 차폐효과(SE)를 측정하였다. 차폐효과의 측정은 동축형 표준 측정기를 이용하는 ASTM D4935 방법으로 수행하였다. ASTM D4935의 동축형 표준 측정기를 이용하여 차폐효과를 측정하기 위하여 원통 슬랩(Slab)의 표준 시료를 가공하여 넣게 된다. 이 때 표준 시료에 낸드 플래시 메모리를 모델링한 3차원 구조를 접합하여 스프레이 코팅을 하였다. 스프레이 코팅의 경우 3차원 구조의 수평면뿐만 아니라 수직면에도 균일하게 코팅이 되었다. 측정결과, 3차원 구조에서도 3차원 구조가 없는 샘플과 비슷하게 최대 59 dB의 차폐효과가 측정되었다. 이러한 결과로 3차원 구조에서도 스프레이 코팅을 균일하게 할 수 있음을 확인하였다.

• 대한수학회논문집
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• 제13권3호
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• pp.561-577
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• 1998

We study (n＋3)-dimensional contact three CR submanifolds of a Riemannian manifold with Sasakian three structure and investigate some characterizations of $S^{4r＋3}$(a) $\times$ $S^{4s＋3}$(b) ($a^2$＋ $b^2$=1, 4(r ＋ s) = n - 3) as a contact three CR sub manifold of a (4m＋3)-dimensional unit sphere.

• 센서학회지
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• 제31권3호
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• pp.145-150
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• 2022

The importance of flexible polymer-based pressure sensors is growing in fields like healthcare monitoring, tactile recognition, gesture recognition, human-machine interface, and robot skin. In particular, health monitoring and tactile devices require high sensor sensitivity. Researchers have worked on sensor material and structure to achieve high sensitivity. A simple and effective method has been to employ three-dimensional pressure sensors. Three-dimensional (3D) structures dramatically increase sensor sensitivity by achieving larger local deformations for the same pressure. In this paper, the performance, manufacturing method, material, and structure of high-sensitivity flexible pressure sensors based on 3D structures, are reviewed.

• 한국해양공학회지
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• 제10권3호
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• pp.62-73
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• 1996

Numerical simulation is made of the three-dimensional wave breaking motion about a part of a floating offshore structure containing a circular cylinder mounted vertically onto a lower hull in regular periodic gravity wave generated by a numerical wave maker. TUMMAC-VIII finite-difference method is newly developed for such a problem. By use of density-function technique the three-dimensional wave breaking motion is approximately implenented in the framework of rectangular grid system. A porosity technique is devised for the implementation of the no-slip bydy boundary conditions. The generation of breaking waves by the interaction of incident waves with the structure is well simulated and interesting features of breaking waves are revealed with containing degree of quantitative and qualitative accuracy.

• 한국정보처리학회논문지
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• 제3권7호
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• pp.1906-1916
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• 1996

하악골(mandible)과 같은 3 차원 구조체에 대한 의학적 분석을 위해서는 구조 체 를 분석 가능한 유한 개의 요소로 재구성해야 한다. 3 차원 구조체에 대한 정보 는 2 차원 MRI 횡단면을 통해 얻을 수 있다. 횡단면에서 구조체에 해당하는 부위 를 추출한다. 추출된 부위에 삼각 분할을 적용하여 2 차원 유한 요소를 생성한다. 분할된 2차원 유한 요소들을 공간상에서 서로 매칭(matching)하여 3 차원 유한 요소를 형성할 수 있다. 본 연구에서는 분할된 2 차원 유한 요소들이 지닌 인접 정보 특성을 통해 최적 3 차원 유한 요소를 형성한는 기법을 제안한다. 삼각 분할된 2 차원 유한 요소들이 지닌 인접 정보에 의해 동일 특성을 같는 요소들로 분류한다. 분류된 2 차원 요소 들에 다단계 매칭 알고리즘을 적용하여 최적의 3 차원 하악골 구조체에 대한 다양 한 의학적 정보를 획득할 수 있다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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• pp.928-933
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• 1998

The temperature and stress behaviour of mass concrete pier at early ages was analysed based on the finite element method. The pier investigated is a three-dimensional structure of which the cross-sectional shape varies from a circle to an ellipsoid along the longitudinal axis. In order to obtain the transient temperature and stress distributions in the structure, a three dimensional method was adopted, because the structure of this type cannot be modeled accurately by a two-dimensional method. Temperature analysis was performed by taking into consideration of the cement type and content, boundary and environment conditions including the variations of atmospheric temperature and wind velocity. The results of this study may be useful for the temperature control to restrain thermal cracking and the construction management to design the resonable curing method of mass concrete structure.

• 한국디자인학회:학술대회논문집
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• 한국디자인학회 2001년도 Bulletin of The 5th Asian Design Conference International Symposium on Design Science
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• pp.25.1-25
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• 2001