• 제목/요약/키워드: Grid Structure

검색결과 863건 처리시간 0.025초

Development of a Virtual Frisch-Grid CZT Detector Based on the Array Structure

  • Kim, Younghak;Lee, Wonho
    • Journal of Radiation Protection and Research
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    • 제45권1호
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    • pp.35-44
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    • 2020
  • Background: Cadmium zinc telluride (CZT) is a promising material because of a high detection efficiency, good energy resolution, and operability at room temperature. However, the cost of CZT dramatically increases as its size increases. In this study, to achieve a large effective volume with relatively low cost, an array structure comprised of individual virtual Frisch-grid CZT detectors was proposed. Materials and Methods: The prototype consisted of 2 × 2 CZTs, a holder, anode and cathode printed circuit boards (PCBs), and an application-specific integrated circuit (ASIC). CZTs were used and the non-contacting shielding electrode method was applied for virtual Frisch-grid effect. An ASIC was used, and the holder and the PCBs were fabricated. In the current system, because the CZTs formed a common cathode, a total of 5 channels were assigned for data processing. Results and Discussion: An experiment using 137Cs at room temperature was conducted for 10 minutes. Energy and timing information was acquired and the depth of interaction was calculated by the timing difference between the signals of both electrodes. Based on obtained three-dimensional position information, the energy correction was carried out, and as a result the energy spectra showed the improvements. In addition, a Compton image was reconstructed using the iterative method. Conclusion: The virtual Frisch-grid CZT detector based on the array structure was developed and the energy spectra and the Compton image were successfully acquired.

Grid-Connected Three-Phase Inverter System with Sub Inverter using Combination Type UPFC Structure

  • Park, Seong-Mi;Vi, Le Thi Tuan;Jeong, Da-Woom;Park, Sung-Jun;Park, Jang-Sik
    • 한국산업융합학회 논문집
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    • 제23권4_1호
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    • pp.559-567
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    • 2020
  • As the renewable energy market grows, grid-connected inverters have been improving and expanding in several fields in recent years because energy conversion devices are the main components of solar systems. In this paper, a high-precision new grid-connected three-phase inverter system is proposed. The proposed system consists of a main inverter, a sub inverter and a transformer. The main inverter operates at a low switching frequency and high power and transmits power to the grid. A sub-inverter connected in series with the transmission line through a matching transformer operates at lower power than the main inverter to provide input values to the transformer. The transformer acts as a power supply according to the voltage compensation value. This study is based on the principle of operation of the UPFC(Unified Power Flow Controller) structure used to regulate power flow in AC transmission lines. The grid-connected inverter system proposed in this paper is implemented with high precision and high resolution. The proposed system was verified through its ability to enhance and ensure the safety of the proposed system through simulation and experiment.

Nonlinear Dynamic Buckling Behavior of a Partial Spacer Grid Assembly

  • Yoon, Kyung-Ho;Kang, Heung-Seok;Kim, Hyung-Kyu;Song, Kee-Nam;Jung, Yeon-Ho
    • Nuclear Engineering and Technology
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    • 제33권1호
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    • pp.93-101
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    • 2001
  • The spacer grid is one of the main structural components in the fuel assembly, which supports the fuel rods, guides cooling water, and protects the system from an external impact load, such as earthquakes. Therefore, the mechanical and structural properties of the spacer grids must be extensively examined while designing them. In this paper, a numerical method for predicting the buckling strength of spacer grids is presented. Numerical analyses on the buckling behavior of the spacer grids are performed for a various array of sizes of the grids considering that the spacer grid is an assembled structure with thin-walled plates and imposing proper boundary conditions by nonlinear dynamic finite element method using ABAQUS/Explicit. Buckling tests on several numbers of specimens of the spacer grid were also carried out in order to compare the results between the test and the simulation result. The drop test is accomplished by dropping a carriage on the specimen at a pre-determined position. From this test, the specimens are buckled only at the uppermost and the lowermost layer among the multi-cells, which is similar to the local buckling at the weakest point of the grid structure. The simulated results also similarly predicted the local buckling phenomena and were found to give good correspondence with the experimental values for the thin-walled grid structures.

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TIN과 GRID기반의 수치지형모델을 이용한 지형분석에 관한 연구 (A Study on the Terrain Analysis using TIN & GRID-Based Digital Terrain Model)

  • 윤철규
    • 한국측량학회지
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    • 제16권1호
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    • pp.67-74
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    • 1998
  • 본 연구에서는 PC환경에서 축척 1:5,000의 지형도를 원 데이터로 하여 등고선 레이어를 만들고, 이를 이용하여 TIN과 GRID 데이터 구조 기반의 수치지형모델을 생성하여 지령분석에 관한 연구를 수행하였다. 지성선(breakline) 을 고려하지 않은 경우와 고려한 경우에 대해 각각의 데이터 구조 기반별 수치지형모델을 생성하고 실행 시간, 저장 파일의 크기, 평균 표고, 표준 편차 등을 분석하였으며, 격자 데이터 구조 기반의 경우 $5\times{5m},\;l0\times{10m},\;15\times{15m},\;l0\times{30m},\;45\times{45m},\;60\times{60m}$의 셀 크기를 고려한 사면경사도와 경사방위도를 생성하여 비교ㆍ분석하였다 실험 결과 다음과 같은 결론을 얻었다. TIN과 GRID기반의 DTM을 생성시에는 지정의 기복이 심할수록 지정특징인 지성선을 고려하는 것이 실제지형을 보다 정교하게 표현하는 방법임을 알 수 있었다. 격자 크기를 증가시켜도 평균표고는 큰 변화를 나타내지 않았다. 그러나 격자 크기가 커질수록 실행시간은 상당히 단축되었고 저장공간 또한 매우 작아짐을 알 수 있었다. 따라서 DTM을 응용분야에 보다 효율적으로 적용하기 위해서는 최적의 격자크기를 결정하는 것이 선결 과제임을 알 수 있었다. 사면경사각과 경사방위각 계산을 수행한 결과 대조적인 작은 변화를 나타냈다. 사면경사각은 격자 크기가 커질수록 작아지는 경향을 나타낸 반면 경사방위각은 격자 크기가 커질수록 커지는 경향을 나타냈다.

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The optimisation method of the elastic-plastic spatial grid structures

  • Karczewski, Jan
    • Steel and Composite Structures
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    • 제3권4호
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    • pp.277-287
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    • 2003
  • The low boundary of load carrying capacity of the elastic-plastic spatial grid structures depend on numerous values and their variability assumed in designing process. Analysed influence all this values in searching for optimal variant of the structure lead to too great problem even taking into consideration actual computational power we have in disposal. Therefore one can take only a few values which have greatest influence on the optimal choice. In optimal analysis of the elastic-plastic spatial grid structures the previously proposed method with subsequent modification (Karczewski 1980), (Karczewski, Barszcz and Donten 1996), (Karczewski and Donten 2001) as well as computer program which was worked out by Donten K. to make possible practical utilisation this method was employed. The paper deal with evaluation of influence dimensions of particular values for choice of optimal variant of the structure. One among this values is distribution of the struts in the structure.

Static analysis of a radially retractable hybrid grid shell in the closed position

  • Cai, Jianguo;Jiang, Chao;Deng, Xiaowei;Feng, Jian;Xu, Yixiang
    • Steel and Composite Structures
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    • 제18권6호
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    • pp.1391-1404
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    • 2015
  • A radially retractable roof structure based on the concept of the hybrid grid shell is proposed in this paper. The single-layer steel trusses of the radially foldable bar structure are diagonally stiffened by cables, which leads to a single-layer lattice shell with triangular mesh. Then comparison between the static behavior between the retractable hybrid grid shell and the corresponding foldable bar shell with quadrangular mesh is discussed. Moreover, the effects of different structural parameters, such as the rise-to-span ratio, the bar cross section area and the pre-stress of the cables, on the structural behaviors are investigated. The results show that prestressed cables can strengthen the foldable bar shell with quadrangular mesh. Higher structural stiffness is anticipated by introducing cables into the hybrid system. When the rise-span ratio is equal to 0.2, where the joint displacement reaches the minimal value, the structure shape of the hyrbid grid shell approaches the reasonable arch axis. The increase of the section of steel bars contributes a lot to the integrity stiffness of the structure. Increasing cable sections would enhance the structure stiffness, but it contributes little to axial forces in structural members. And the level of cable prestress has slight influence on the joint displacements and member forces.

THE MICROWAVE ABSORBING CHARACTERISTICS OF FERRITE GRID ABSORBER

  • Kwon, H.J.;Shon, H.J.;Hur, W.D.;Naito, Yoshiyuki;Takahashi, Michiharu
    • 한국자기학회지
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    • 제5권5호
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    • pp.805-809
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    • 1995
  • In order to widen the band-width of ferrite absorber, compositional effect on the complex permeability of Ni-Zn ferrite and the structure of grid absorber were studied. From the experimental results, we could determine the optimum composition composition of Ni-Zn ferrite and the structure of grid absorber. Also, we manufactured grid absorber and investigated its microwave absorbing characteristics. Calculation shows that the ferrite frid absorber suppresses reflection ${\leq}-20dB$ from 30 MHz to 700 MHz and the conventional ferrite tile absorber suppresses reflection ${\leq}20dB$ in the frequency range of 30 MHz-400 MHz. It was found that the microwave absorbing performance of the ferrite grid absorber was superior to the ferrite tile absorber.

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MEMS의 소형화 기술을 이용한 마이크로 스마트 그리드 시뮬레이터 설계를 위한 고장해석법에 대한 연구 (A Study on the Fault Analysis for a Micro Smart Grid Simulator Design Using MEMS' Miniaturization Technology)

  • 고윤석;오세필;김효성;김인수
    • 한국전자통신학회논문지
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    • 제12권2호
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    • pp.315-324
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    • 2017
  • 분산전원이 도입된 스마트 그리드는 기존 전력망의 문제들뿐만 아니라, 새로운 전기적 현상에 기인한 보호 협조 문제 등 다수의 문제들을 새롭게 제기한다. EMTP 기반의 해석 방법은 계통구성의 유연성과 편리성을 가지지만 설계 및 해석결과의 불확실성 때문에 실험적 검증이 요구된다. 반면에 실증 시스템은 상당한 경제적, 공간적 건설비용 요구, 계통구성 제약 때문에 대규모 계통에 대한 정확한 고장 관측이 어렵고 스마트 그리드의 분산, 자율적, 적응제어 전략의 실증도 쉽지 않다. 따라서 본 연구에서는 최소의 경제적, 공간적 비용하에서 22.9kV 스마트 그리드의 외란에 대한 전기적인 현상들과 분산, 자율적 적응제어 전략을 안전하고 자유롭게 실험, 관측할 수 있는 MEMS의 소형화 기술을 이용한 마이크로 스마트 그리드 시뮬레이터 설계를 위한 기초이론을 연구한다.

격자 지지구조체에 묶여있는 실린더 형 봉의 삽입위치에 따른 진동특성 (Vibration Characteristic of a Cylindrical Rod according to the Mounting Locations on the Grid Support Structure)

  • 이강희;윤경호;송기남;김재용
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 추계학술대회논문집
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    • pp.515-518
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    • 2006
  • A vibration test for a cylindrical rod inserted on the grid support structure was tested using the sine sweep excitation method with closed loop force control. The effect of the mounting location of a test rod on the vibration characteristics of a rod continuously supported by the full size($16{\times}16$) grid support was identified. An electromagnetic vibration shaker, non-contact displacement sensor and HP/VXI data acquisition device were used and TDAS software was also used as a data sampling and processing tools. The natural frequencies and mode shape of the test rod were consistent with the previous works of a rod vibration test with partial grids($3{\times}3,\;5{\times}5\;and\;7{\times}7$). The frequency characteristics of the rod according to the mounting location were shown clear discrepancies, but mode shapes were nearly same. As the test rod closes to the bottom clamping region of the spacer grid, peak vibration amplitudes of the rod become smaller.

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