• 제목/요약/키워드: Cube Structures

검색결과 78건 처리시간 0.033초

공간 데이터웨어하우스에서 통합된 다차원 개념 계층 지원을 위한 데이터 큐브 색인 (Data Cude Index to Support Integrated Multi-dimensional Concept Hierarchies in Spatial Data Warehouse)

  • 이동욱;백성하;김경배;배해영
    • 한국멀티미디어학회논문지
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    • 제12권10호
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    • pp.1386-1396
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    • 2009
  • 공간 데이터 웨어하우스에서 의사 결정 지원을 위한 공간 데이터 큐브는 크기가 방대하기 때문에 이를 효율적으로 관리하고 질의 처리의 수행 속도를 높이기 위한 공간 데이터 큐브 색인 기법이 요구된다. 제안된 데이터 큐브 색인 기법들 중 Hierarchical Dwarf는 사실 테이블의 튜플 필드 값의 중복을 이용하여 큐브를 압축하여 저장 비용과 질의응답 속도 면에서는 우수하지만 공간 차원을 지원하지 않으며, OLAP-favored Search 기법은 R-tree기반으로 공간 차원에 대한 계층적 집계 값을 제공하고 공간 OLAP 연산을 지원하지만 공간 및 비공간 차원들을 통합한 의사결정을 지원하지 못한다. 본 논문에서는 통합된 다차원 개념 계층지원을 위한 데이터 큐브 색인을 제안한다. 이는 개념 계층에 대한 정보와 사실 테이블에 지장된 튜플들을 참조하여 각각의 차원에 대해 생성된 개념 계층 트리들이 연결되어 통합된 색인이다. 이 때, 중복되는 개념계층 트리가 존재할 경우 이를 공유함으로써 저장 비용을 줄인다. 특히 제안 기법은 공간 및 비공간 차원이 통합된 개념 계층 트리들을 사용하므로, 공간 및 비공간 차원에 대한 OLAP 연산 비용이 감소한다.

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효율적인 폐열 회수를 위한 기하학적 열전소자 다리 설계 (Geometric Thermoelectric Generator Leg Shape Design for Efficient Waste Heat Recovery)

  • 강현우;김중회;조영기;최원석;이현지;김헌기
    • 한국전자통신학회논문지
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    • 제19권3호
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    • pp.589-602
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    • 2024
  • 열전 발전기(TEG)는 일반적으로 열 변환 효율이 높지 않다. 열전 발전기 모듈의 성능은 재료의 특성, 다리의 개수 외에도 다리의 형상에 따라 달라진다. 본 연구에서는 폐열을 효율적으로 수확할 수 있도록 열전소자의 다리 형상을 원통형, 큐브형 등 다양한 기하학적 구조로 모델링하여 전기적 특성을 수치상으로 비교하였다. 다리 형상에 따른 온도분포 및 발전량을 비교하였고 기존 Cube 모양이 가장 높게 나타났다. 냉각효과를 적용한 발전량을 비교한 결과 자연대류에서는 Cone, 강제대류에서는 Hourglass 모양이 가장 높았다. 본 연구 결과에 따르면 기하학적 구조가 열전 발전기의 효율에 영향을 미칠 수 있음을 확인하였다

New analytical solutions to water wave diffraction by vertical truncated cylinders

  • Li, Ai-jun;Liu, Yong
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제11권2호
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    • pp.952-969
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    • 2019
  • This study develops new analytical solutions to water wave diffraction by vertical truncated cylinders in the context of linear potential theory. Three typical truncated surface-piercing cylinders, a submerged bottom-standing cylinder and a submerged floating cylinder are examined. The analytical solutions utilize the multi-term Galerkin method, which is able to model the cube-root singularity of fluid velocity near the edges of the truncated cylinders by expanding the fluid velocity into a set of basis function involving the Gegenbauer polynomials. The convergence of the present analytical solution is rapid, and a few truncated numbers in the series of the basis function can yield results of six-figure accuracy for wave forces and moments. The present solutions are in good agreement with those by a higher-order BEM (boundary element method) model. Comparisons between present results and experimental results in literature and results by Froude-Krylov theory are conducted. The variation of wave forces and moments with different parameters are presented. This study not only gives a new analytical approach to wave diffraction by truncated cylinders but also provides a reliable benchmark for numerical investigations of wave diffraction by structures.

데이타 큐브에서 세분화된 뷰 실체화 기법 (Fine Granule View Materialization in Data Cubes)

  • 김민정;정연동;박웅제;김명호
    • 한국정보과학회논문지:데이타베이스
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    • 제28권4호
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    • pp.587-595
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    • 2001
  • 일반적으로 뷰라고 불리는 데이타 큐브의 일부를 실체화하여 저장하는 방법은 데이타 웨어하우스에서 많이 사용되는 기술이다. 유는 집계 함수로 정의되는 질의의 결과이다. 본 논문에서는 세분화된 뷰의 개념을 소개한다. 세분화된 뷰란 각 타원별로 정해진 구간에서의 집계 함수 결과이다. 이때 각 차원 별로 나누는 구간은 질의의 접근 형태를 기준으로 설정된다. 세분화된 뷰의 표현 및 선택을 위하여 AND-OR 큐브 그래프와 4ND-OR 최소 비용 그래프를 정의한다. 그리고, 이 구조체들을 이용하여 세분 화된 뷰 실체화 기법을 제안한다. 실험을 통해 제안하는 방법의 성능을 평가한다.

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복합 입체형 정육면체 트러스 단위구조체의 강도 및 강성에 대한 해석 연구 (A Study on the Strength and Stiffness of Multi-Stage Cubic Truss Unit Structures)

  • 최정호
    • 한국융합학회논문지
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    • 제10권4호
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    • pp.139-145
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    • 2019
  • 이 논문은 복합 입체형 트러스 단위구조체에 대한 강도 및 강성을 연구하였다. 사용된 모델은카고메 모델과 정육면체 트러스 모델을 합한 core-filled 모델이다. 해석을 위해 사용한 재질 특성은 304 스테인레스 스틸로 탄성계수는 193GPa, 항복응력 215MPa이다. 이론식은 깁슨-애쉬비의 상대탄성 관계식을 바탕으로 이론식을 유도하였고, 상용도구인 Deform 3D를 사용하여 해석을 실시하였다. 결론적으로 이 단위모델에 대한 상대탄성력은 상대밀도의 1.25배와 상수 계수값과 상관관계를 형성하고, 탄성은 기공과 반비례한다. 그리고, 상대압축강도는 상대밀도와 1.25배의 상관관계를 이룬다. 이에 대한 증명은 실제 실험을 해야 하겠으며, 유도한 이론 관계식은 굽힘과 좌굴등의 기계적 거동을 추가로 고려해야 한다. 앞으로 입체공간의 구조에 따른 탄성 및 응력에 대해 지속적인 연구가 진행될 것이다.

EMISSION LINE VELOCITY FIELD OF THE MAGELLANIC IRREGULAR GALAXY NGC 4449

  • SASAKI MINORU;OHTANI HIROSHI;SAITO MAMORU;OHTA KOUJI;YOSHIDA MICHITOSHI;SHIMIZU TASUHlRO;KOYANO HISASHI;KOSUGI GEORGE;AOKI KENTARO;SASAKI TOSHIYUKI
    • 천문학회지
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    • 제29권spc1호
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    • pp.85-86
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    • 1996
  • The imaging spectroscopic observations of the Magellanic irregular galaxy NGC 4449 were made to show the detailed kinematic structure of the galaxy. Many filamentary structures and Several bubble-like structures are recognized in a 3D data cube of H$\alpha$ emission line. Velocity field shows the kpc-scale mosaic structure and counter- rotation of ionized gas.

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고대 동아시아 불탑 구조체계를 통해 본 미륵사지석탑 (A Study on the Mireuksajiseoktap through the Structural Type of the Buddhist Pagoda in Ancient East Asia)

  • 조은경;박언곤
    • 건축역사연구
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    • 제20권5호
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    • pp.7-29
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    • 2011
  • This research was to suggest the types according to structural system of the pagoda in ancient East-Asia and analyze the pagoda to the west of Mireuksaji temple site by these types. It will be possible to understand consistently the relation of the various form of the pagoda. The results of this research were described separately as follows. 1. The Buddhist pagodas founded in the ancient East Asia can be categorized according to their structural system, which provide us with insight to understand the interrelationship of categories. The pagoda is mainly classified into three categories. The first consists of two structures, an internal and an external structure. The second exposes its internal structure to the outside, and the third has the external components changing into the internal ones. 2. Although the pagoda to the west of Mireuksaji Temple Site have an internal and an external structures, it actually solves the structural problem by adopting the masonry structure in the outside as well as in the inside. Especially in this structural consideration can be found in the stylobate and the foundation structure of the pillar. The plan of the pagoda to the west of Mireuksaji Temple Site was intended to reveal the plane of the post-lintel layered construction which has a member, a main pillar, and the inner space in the cube with stones.

Pressure distribution on rectangular buildings with changes in aspect ratio and wind direction

  • Lee, Young Tae;Boo, Soo Ii;Lim, Hee Chang;Misutani, Kunio
    • Wind and Structures
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    • 제23권5호
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    • pp.465-483
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    • 2016
  • This study aims to enhance the understanding of the surface pressure distribution around rectangular bodies, by considering aspects such as the suction pressure at the leading edge on the top and side faces when the body aspect ratio and wind direction are changed. We carried out wind tunnel measurements and numerical simulations of flow around a series of rectangular bodies (a cube and two rectangular bodies) that were placed in a deep turbulent boundary layer. Based on a modern numerical platform, the Navier-Stokes equations with the typical two-equation model (i.e., the standard $k-{\varepsilon}$ model) were solved, and the results were compared with the wind tunnel measurement data. Regarding the turbulence model, the results of the $k-{\varepsilon}$ model are in overall agreement with the experimental results, including the existing data. However, because of the blockage effects in the computational domain, the pressure recovery region is underpredicted compared to the experimental data. In addition, the $k-{\varepsilon}$ model sometimes will fail to capture the exact flow features. The primary emphasis in this study is on the flow characteristics around rectangular bodies with various aspect ratios and approaching wind directions. The aspect ratio and wind direction influence the type of wake that is generated and ultimately the structural loading and pressure, and in particular, the structural excitation. The results show that the surface pressure variation is highly dependent upon the approaching wind direction, especially on the top and side faces of the cube. In addition, the transverse width has a substantial effect on the variations in surface pressure around the bodies, while the longitudinal length has less influence compared to the transverse width.

Development and validation of a non-linear k-ε model for flow over a full-scale building

  • Wright, N.G.;Easom, G.J.;Hoxey, R.J.
    • Wind and Structures
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    • 제4권3호
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    • pp.177-196
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    • 2001
  • At present the most popular turbulence models used for engineering solutions to flow problems are the $k-{\varepsilon}$ and Reynolds stress models. The shortcoming of these models based on the isotropic eddy viscosity concept and Reynolds averaging in flow fields of the type found in the field of Wind Engineering are well documented. In view of these shortcomings this paper presents the implementation of a non-linear model and its evaluation for flow around a building. Tests were undertaken using the classical bluff body shape, a surface mounted cube, with orientations both normal and skewed at $45^{\circ}$ to the incident wind. Full-scale investigations have been undertaken at the Silsoe Research Institute with a 6 m surface mounted cube and a fetch of roughness height equal to 0.01 m. All tests were originally undertaken for a number of turbulence models including the standard, RNG and MMK $k-{\varepsilon}$ models and the differential stress model. The sensitivity of the CFD results to a number of solver parameters was tested. The accuracy of the turbulence model used was deduced by comparison to the full-scale predicted roof and wake recirculation zone lengths. Mean values of the predicted pressure coefficients were used to further validate the turbulence models. Preliminary comparisons have also been made with available published experimental and large eddy simulation data. Initial investigations suggested that a suitable turbulence model should be able to model the anisotropy of turbulent flow such as the Reynolds stress model whilst maintaining the ease of use and computational stability of the two equations models. Therefore development work concentrated on non-linear quadratic and cubic expansions of the Boussinesq eddy viscosity assumption. Comparisons of these with models based on an isotropic assumption are presented along with comparisons with measured data.

Conception and Modeling of a Novel Small Cubic Antenna Design for WSN

  • Gahgouh Salem;Ragad Hedi;Gharsallah Ali
    • International Journal of Computer Science & Network Security
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    • 제24권2호
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    • pp.53-58
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    • 2024
  • This paper presents a novel miniaturized 3-D cubic antenna for use in wireless sensor network (WSN) application. The geometry of this antenna is designed as a cube including a meander dipole antenna. A truly omnidirectional pattern is produced by this antenna in both E-plane and H-plane, which allows for non-intermittent communication that is orientation independent. The operating frequency lies in the ISM band (centered in 2.45 GHz). The dimensions of this ultra-compact cubic antenna are 1.25*1.12*1cm3 which features a length dimension λ/11. The coefficient which presents the overall antenna structure is Ka=0.44. The cubic shape of the antenna is allowing for smart packaging, as sensor equipment may be easily integrated into the cube hallow interior. The major constraint of WSN is the energy consumption. The power consumption of radio communication unit is relatively high. So it is necessary to design an antenna which improves the energy efficiency. The parameters considered in this work are the resonant frequency, return loss, efficiency, bandwidth, radiation pattern, gain and the electromagnetic field of the proposed antenna. The specificity of this geometry is that its size is relatively small with an excellent gain and efficiency compared to previously structures (reported in the literature). All results of the simulations were performed by CST Microwave Studio simulation software and validated with HFSS. We used Advanced Design System (ADS) to validate the equivalent scheme of our conception. Input here the part of summary.