• 제목/요약/키워드: storage direction

검색결과 322건 처리시간 0.034초

각 다중화 방식의 홀로그래픽 정보저장기기의 양방향틸트 보상시스템 설계 (Design of 2-axis compensation servo system for angle multiplexing Holographic Data Storage)

  • 임성용;김낙영;한초록;박경수;박노철;양현석;박영필
    • 정보저장시스템학회논문집
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    • 제7권1호
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    • pp.19-24
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    • 2011
  • Holographic Data Storage System, one of the next generation data storage devices, is a 2-dimensional page oriented memory system using volume holograms in writing and retrieving process. Recently photopolymer with disc type substrate was selected as a media for the Holographic Data Storage System. The disc tilt occurs when the media rotates and the external disturbance applies. The disc tilt causes the change of the angle between the reference beam and the media, the data cannot be retrieved with the right angle or other data page is retrieved. The tilt is generated in a 2-axis direction (tangential, radial). The tangential tilt direction is the same with the multiplexing plane, while the radial tilt direction is a perpendicular to the multiplexing plane. In this research we propose 2-axis tilt angle servo system. The tilt errors are measured by using external photo detector and the additional red laser. Then the tangential direction tilt is compensated by using the galvano mirror. Also the radial direction tilt is compensated by the rotating prism between the relay lens in the reference field. Finally we confirm the compensation results through the Signal to Noise Ratio(SNR) and Bit Error Rate(BER).

직류전기철도에서 운행시격에 따른 에너지저장장치의 효율에 관한 연구 (A Study on the Efficiency of Energy Storage System Applied to the Power Traction System of DC Electric Railway)

  • 김성대;최규형
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.754-760
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    • 2011
  • In the DC traction system, a large load current of electric railcar leads to a voltage drop when a vehicle starts, and the regenerative power generated by brake system increases the catenary voltage. To minimize the voltage fluctuation during the train operation and make use of the regenerative power, several types of energy storage systems are being studied. The energy storage system that is being recently introduced consists of the supercapacitors for energy storage and the bi-direction DC/DC converter for charge/discharge control. The efficiency of the energy storage system depends on the train operation pattern. In this paper, the operation efficiency of the energy storage system was quantitatively analyzed via simulation study taking consideration of the train operation patterns. The simulation was conducted changing the headway of trains with the energy storage system that uses the bi-direction DC/DC converter and supercapacitor. The simulation results showed that the operation efficiency of the energy storage system increases as the headway increase.

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Strength upgrading of steel storage rack frames in the down-aisle direction

  • El Kadi, Bassel;Cosgun, Cumhur;Mangir, Atakan;Kiymaz, Guven
    • Steel and Composite Structures
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    • 제23권2호
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    • pp.143-152
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    • 2017
  • This paper focuses on the seismic performance of pallet-type steel storage rack structures in their down aisle direction. As evidenced by experimental research, the seismic response of storage racks in the down-aisle direction is strongly affected by the nonlinear moment-rotation response of the beam-to-column connections. In their down-aisle direction, rack structures are designed to resist lateral seismic loads with typical moment frames utilizing proprietary beam-to-column moment-resisting connections. These connections are mostly boltless hooked type connections and they exhibit significantly large rotations resulting in large lateral frame displacements when subjected to strong ground motions. In this paper, typical hooked boltless beam-to-column connections are studied experimentally to obtain their non-linear reversed cyclic moment-rotation response. Additionally, a compound type connection involving the standard hooks and additional bolts were also tested under similar conditions. The simple introduction of the additional bolts within the hooked connection is considered to be a practical way of structural upgrade in the connection. The experimentally evaluated characteristics of the connections are compared in terms of some important performance indicators such as maximum moment and rotation capacity, change in stiffness and accumulated energy levels within the cyclic loading protocol. Finally, the obtained characteristics were used to carry out seismic performance assessment of rack frames incorporating the tested beam-to-column connections. The assessment involves a displacement based approach that utilizes a simple analytical model that captures the seismic behavior of racks in their down-aisle direction. The results of the study indicate that the proposed method of upgrading appears to be a very practical and effective way of increasing the seismic performance of hooked connections and hence the rack frames in their down-aisle direction.

유체-구조물 상호작용을 고려한 직사각형 액체저장탱크의 단순해석법 (Simplified Analysis of Rectangular Liquid Storage Tanks Considering Fluid-Structure Interaction)

  • 이진호;조정래
    • 한국지진공학회논문집
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    • 제26권5호
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    • pp.203-209
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    • 2022
  • A simplified method for earthquake response analysis of a rectangular liquid storage tank is proposed with fluid-structure interaction considered. In order to simplify the complex three-dimensional structural behavior of a rectangular liquid storage tank, it is assumed that structural deformation does not occur in the plane parallel to the direction in which the earthquake ground motion is applied but in the plane perpendicular to the direction. The structural deformation is approximated by combining the natural modes of the simple beam and the cantilever beam. The hydrodynamic pressure, the structure's mass and stiffness, and the hydrodynamic pressure's added mass are derived by applying the Rayleigh-Ritz method. The natural frequency, structural deformation, pressure, effective mode mass, and effective mode height of the rectangular liquid storage tank are obtained. The structural displacement, hydrodynamic pressure, base shear, and overturning moment are calculated. The seismic response analysis of an example rectangular liquid storage tank is performed using the proposed simplified approach, and its accuracy is verified by comparing the results with the reference solution by the finite element method. Existing seismic design codes based on the hydrodynamic pressure in rigid liquid storage tanks are observed to produce results with significant errors that cannot be ignored.

에너지저장시스템의 충, 방전 Auto Level-Tuning 알고리즘에 관한 연구 (Study for Charge-Discharge Auto Level-Tuning Algorithm of Energy storage system)

  • 백승길;임지영;차준일;김길동;권경민
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.514-520
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    • 2010
  • This paper is about control algorithms that bi-direction DC-DC Converter using Super Capacitor and regenerative power from DC feeding system in train. In order to take advantage of regenerative energy efficient, charge and discharge level value of energy storage system serve as an important factor. Respect to output fluctuations of the substation and catenary voltage changing, we offers Charge-Discharge Auto Level Tuning Algorithms to improve system following of Energy Storage System.

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보관시설의 표준화 효과 평가방안 연구 (A New Evaluation Method for the Effectiveness of Standardized Storage Facilities)

  • 최창호;이옥주;박미란;김광호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.1924-1930
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    • 2009
  • According to Korea Standard Association (KSA-0013) storage facilities are so broadly defined that one cannot easily understand the area and contents of storage facilities. Generally speaking warehouse represents storage facilities which links two nodes in various logistics activities, and storage facilities should contain other facilities like mechanization equipment, automation equipment, information equipment, etc. This study is to show the direction of the evaluation method on the effectiveness of standardized storage facilities. The storage facilities treated in this research are not only storage facilities like warehouse but also storage supporting facilities like mechanization equipment, automation equipment, information equipment, etc. The method for evaluating the effectiveness of standardized storage facilities is to developing some measure of effectiveness (MOE) which represents the entire standardized effectiveness of storage related facilities. This study has originality in that the method for evaluation of standardized storage facilities has not been developed up to now.

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액체수소 저장 탱크의 중력 방향 및 수소 충전율이 BOG에 미치는 영향에 관한 수치적 연구 (Numerical Study on the Effects of Gravity Direction and Hydrogen Filling Rate on BOG in the Liquefied Hydrogen Storage Tank)

  • 서영민;노현우;하동우;구태형;고락길
    • 한국수소및신에너지학회논문집
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    • 제34권4호
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    • pp.342-349
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    • 2023
  • In this study, a numerical simulations were conducted to analyze the phase change behavior of a liquid hydrogen storage container. The effects of gravity direction and hydrogen filling rate on boil-off gas (BOG) in the storage container were investigated. The study employed the volume of fluid, which is the phase change analysis model provided by ANSYS Fluent (ANSYS, Canonsburg, PA, USA), to investigate the sloshing phenomenon inside the liquefied hydrogen fuel tank. Considering the transient analysis time, two-dimensional simulation were carried out to examine the characteristics of the flow and thermal fields. The results indicated that the thermal flow characteristics and BOG phenomena inside the two-dimensional liquefied hydrogen storage container were significantly influenced by changes in gravity direction and hydrogen filling rate.

외기의 풍속 및 풍향에 따른 옥내저탄장 내부 유동 해석 (Flow Analysis indoor Coal Storage Shed due to Wind Velocity and Wind Direction of Ambient Air)

  • 김태권;조목량;배영완;김지원
    • 한국산학기술학회논문지
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    • 제21권1호
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    • pp.538-545
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    • 2020
  • 화력발전소의 옥외 저탄장은 주변 지역의 환경오염 문제로 인하여 국내외적으로 옥내 저탄장으로 전환되고 있는 추세이다. 하지만 옥내 저탄장의 경우 실내의 석탄 비산과 유해가스의 발생이 문제가 되고 있다. 본 연구는 옥내 저탄장 내부를 외기의 풍속 및 풍향에 따른 내부 유동장 특성과 환기량을 분석하여 환기 방안을 제시하고자 한다. 옥내 저탄장 내부에서의 실제 유동 측정 정보를 기반으로 하여 CFD 해석을 수행하였다. 외기 풍향이 동풍일 때 풍속이 6 m/s인 경우와 2 m/s인 경우를 비교해본 결과는 6 m/s일 때 Monitor louver로 배출되는 유속이 2 m/s일 때보다 빠르며 재순환 영역이 뚜렷하게 나타났다. 또한 외기 풍향이 서풍일 경우에도 동풍과 경향이 비슷함을 확인하였다. 풍속에 따른 환기량을 확인한 결과는 풍속이 6 m/s인 경우에는 환기 횟수는 13.1회, 2 m/s인 경우에는 4.4회의 환기가 가능하다. 풍속이 2 m/s인 경우에 일반 공장의 시간당 필요 환기 횟수에 미치지 못하여 다소 개선이 필요한 실정이다.

100 kWh급 초전도 베어링의 지름방향 준정적 특성 (Quasi-static Characteristics in Radial Direction of 100 kWh Class Superconductor Bearing)

  • 정세용;박병준;한영희;박병철;이정필;한상철
    • Progress in Superconductivity
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    • 제12권1호
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    • pp.27-31
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    • 2010
  • A superconductor flywheel energy storage system (SFES) is an electro-mechanical battery which transforms electrical energy into mechanical energy for storage, and vice versa. Many aspects of the quasi-static behavior of flywheel rotors still need to be studied closely, and the rotors require a stable and highly efficient supporting system such as high temperature superconductor (HTS) bearings, which offer dynamic stability without the use of active control. Quasi-static properties of HTS bearings in the radial direction provide data to solve problems which may occur in a running system. Since stiffness in countering rotor vibration is the main parameter for designing an HTS bearing system, we investigated the quasi-static properties of the magnetic force between permanent magnets(PMs) and HTS bulks in the radial direction. We measured radial stiffness, and discovered that bearing stiffness varied greatly depending on the number of active HTS bulks. This is valuable data for predicting the change in stiffness during partial HTS bearing failure. The quasi-static test results are used for optimal design and performance prediction for the 100 kWh class superconductor bearing.

Shaking table test of liquid storage tank with finite element analysis considering uplift effect

  • Zhou, Junwen;Zhao, Ming
    • Structural Engineering and Mechanics
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    • 제77권3호
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    • pp.369-381
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    • 2021
  • The seismic responses of elevated tanks considering liquid-structure interaction are presented under horizontal earthquake. The scaled model tank is fabricated to study the dynamic responses of anchored tank and newly designed uplift tank with replaced dampers. The natural frequencies for structural mode are obtained by modal analysis. The dynamic responses of tanks are completed by finite element method, which are compared with the results from experiment. The displacement parallel and perpendicular to the excitation direction are both gained as well as structural acceleration. The strain of tank walls and the axial strain of columns are also obtained afterwards. The seismic responses of liquid storage tank can be calculated by the finite element model effectively and the results match well with the one measured by experiment. The aim is to provide a new type of tank system with vertical constraint relaxed which leads to lower stress level. With the liquid volume increasing, the structural fundamental frequency has a great reduction and the one of uplift tank are even smaller. Compared with anchored tank, the displacement of uplift tank is magnified, the strain for tank walls and columns parallel to excitation direction reduces obviously, while the one perpendicular to earthquake direction increases a lot, but the values are still small. The stress level of new tank seems to be more even due to uplift effect. The new type of tank can realize recoverable function by replacing dampers after earthquake.