• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.513-518
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• 2002

Prestressing tendons in the wall of circular storage tank were investigated from the viewpoint of equivalent load method. Special attention was paid to the effectiveness of eccentricities of the circumferential and vertical tendons. Some aspects which are frequently overlooked or misinterpreted in the analysis of vertical tendons are discussed. It is expected that the equivalent load method can be effectively used to simplify the analysis of tendons in the circular wall thus to minimize the errors.

• 한국소음진동공학회논문집
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• 제13권10호
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• pp.751-759
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• 2003

The theoretical method is developed to investigate the vibration characteristics of the sloshing and bulging mode for the circular cylindrical storage tank with an annular plate on free surface. The cylindrical tank is filled with an inviscid and incompressible liquid. The liquid domain is limited by a rigid cylindrical surface and a rigid flat bottom. As the effect of free surface waves Is taken into account in the analysis, the bulging and sloshing modes are studied. The solution for the velocity potential of liquid movement is assumed as a suitable harmonic function that satisfies Laplace equation and the relevant boundary conditions. The Rayleigh-Ritz method is used to derive the frequency equation of the cylindrical tank. The effect of Inner-to-outer radius ratio and thickness of annular plate and liquid volume on vibration characteristics of storage tank is studied. The finite element analysis is performed to demonstrate the validity of present theoretical method.

• 설비공학논문집
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• 제12권8호
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• pp.745-754
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• 2000

An experimental study has been carried out in order to investigate the heat storage characteristics for a latent heat storage tank with horizontal shell and tube type. The heat storage tank consists of cylindrical capsules with a staggered tube bank. The effects of flow rates and initial temperature differences on the melting time and heat storage rates are examined. It is found that the melting time decreases with increase of the flow rates and initial temperature differences. Results also show that the time-averaged overall heat transfer coefficients increase in proportion to the increase of flow rates and initial temperature differences.

• 한국가스학회지
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• 제18권2호
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• pp.69-72
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• 2014

LNG 저장탱크의 9% Ni강 내부탱크가 파손되면 LNG가 유출되어 콘크리트 외부탱크가 LNG를 저장하게 되는데 이때 외부탱크의 내면과 외면의 온도차에 의해서 외부탱크 원통형 하단부에 큰 인장응력이 발생하게 된다. 이러한 온도차에 의해 발생되는 인장응력을 감소시키기 위해 단열재와 9% Ni 강재로 이루어진 코너프로텍션이 2차 방벽으로 설치된다. 본 눈문에서는 유한요소법을 이용하여 코너프로텍션의 직사각형 너클형상과 원형 너클형상에 따른 구조해석을 실시하여 Von-Mises 응력과 용접부의 피로수명을 예측하였다. 구조해석 결과 안전계수는 원형 너클이 직사각형 너클보다 23% 크게 나타났고, 피로수명은 원형 너클이 직각 너클보다 21% 크게 나타났다. 동 결과를 이용해서 향후 코너프로텍션의 수명평가 및 최적설계 등에 활용이 가능할 것이다.

• 콘크리트학회논문집
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• 제14권5호
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• pp.759-765
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• 2002

등가하중법은 프리스트레싱 텐던의 영향을 구조물에 작용하는 외력으로서 고려하는 것으로, 프리스트레싱의 효과를 명확히 하고 해석을 단순화시켜주는 유력한 방법론이다. 본 연구에서는 등가하중법의 관점에서 원형탱크 벽체의 원환텐던 및 수직텐던의 배치가 구조물에 미치는 영향을 이론적으로 분석하였으며, 관련된 설계 시방서에서 규정하고 있지는 않지만 실구조물에서 적지 않은 영향을 미칠 수도 있는 사항들에 대해 고찰하였다. 원환텐던의 편심배치시 텐던의 직선이동의 원리가 성립하므로 어떠한 편심배치에 대해서도 구조거동은 크게 달라지지 않을 것으로 사료된다. 또한, 기존의 수직텐던의 설계 및 해석에 있어서 편심배치에 의한 모멘트 효과를 잘못 산정한 예에 대해 올바른 해석법을 제시하였다. 일반적으로 수직텐던의 편심배치는 구조적으로 큰 효과가 있다고 보기는 힘든 것으로 사료된다. 수직텐던과 관련하여 프와송비의 효과나 절곡부위의 영향이 흔히 간과되어 왔으나, 예제의 분석결과 때로는 원형탱크의 구조거동에 적지 않은 영향을 미칠수도 있다고 판단된다.

• 대한설비공학회지:설비저널
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• 제17권4호
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• pp.456-465
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• 1988

The performance of the cold latent heat storage is investigated by experiment and by a simplified analytic approach. The heat storage tank has eight horizontal circular tubes and one path of refrigerant evaporating tube. The phase change material in the heat storage tank is water which is frozen by evaporating refrigerant of refrigeration system and melts by the warm air in the heat storage tank. In the experiment, the performance has been studied by the various conditions including the initial water temperature on solidification and flow rate and temperature of air. The rate of recovered heat has been simulated by a simplified model and the results shows a good agreement. In solidification process, initial water temperature causes time delay corresponding to the sensible heat and it is found that the shape of evaporator is important. In melting process, the recovered heat rate from the heat storage tank is proportional to $Re^{0.8}(T_{bi}-T_f)$ of air where $T_{bi}$ and $T_f$ indicate temperatures of inlet air and phase change, respectively. And the deminishing rate of the recovered heat is higher for the higher heat rate.

• 대한기계학회논문집B
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• 제24권1호
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• pp.50-59
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• 2000

An experimental study has been carried out in order to investigate the heat storage characteristics for a latent heat storage tank with horizontal shell and tube type. The heat exchanger consisted of horizontal cylindrical capsules with a staggered tube bank layout. Based on the obtained data, the effects of flow rate and inlet fluid temperature on the melting time and heat storage rates were examined. It is found that the melting time decreased with increase of the flow rate and the inlet temperature. Results also show that at the initial stage of heat transfer the heat storage rate represents the maximum value and rapidly decreases.

• Earthquakes and Structures
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• 제15권4호
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• pp.411-417
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• 2018

To solve the seismic response problem of a vertical floating roof tank with base isolation, the floating roof is assumed to experience homogeneous rigid circular plate vibration, where the wave height of the vibration is linearly distributed along the radius, starting from the theory of fluid velocity potential; the potential function of the liquid movement and the corresponding theoretical expression of the base shear, overturning the moment, are then established. According to the equivalent principle of the shear and moment, a simplified mechanical model of a base isolation tank with a swinging effect is established, along with a motion equation of a vertical storage tank isolation system that considers the swinging effect based on the energy principle. At the same time, taking a 150,000 m 3 large-scale storage tank as an example, a numerical analysis of the dampening effect was conducted using a vibration mode decomposition response spectrum method, and a comparative analysis with a simplified mechanical model with no swinging effect was applied.

• 한국지진공학회논문집
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• 제3권2호
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• pp.1-8
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• 1999

지진의 수평지반운동으로 인해 유체저장탱크에 작용하는 수평하중의 산정에 있어서 유체수심에 대한 탱크저면길이의 비율에 따라 유용하게 사용할 수 있는 근사해법에 대하여 연구하였다 본 연구는 탱크벽체를 강체로 가정하고 구한 속도포텐셜이론을 적용하여 탱크의 지진하중을 산정한다. 유체저장탱크의 수평단면이 연직으로 일정하지만 그 형상은 원형, 직사각형, 불규칙형인 경우로 나누어 해석하였다 우선 주기적 지반운동(조화가진)에 대한 해를 구하고 이를 바탕으로 랜덤지진에 대한 시간영역해를 구하도록 한다. 예제해석결과 지진력은 적용하는 설계응답스펙트럼의 특성 탱크단면형, 수심에 대한 저면길이의 비율등에 따라 차이가 다소있으나 주로 고주파수 유효질량의 관성력이 지배적인 것으로 나타났다. 대체적으로 수심에 대하여 탱크저면길이가 상당히 크거나 작은 경우는 고주파수근사해를 써서 지진력을 효율적으로 산정할 수 있었다.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2009년도 추계학술발표대회 논문집
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• pp.80-85
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• 2009

Mathematical modeling and performance simulation results were shown for the solar thermal storage system which used heat pipe. The thermal storage system was composed of thermal storage tank and charging/discharging heat exchanger with one by the heat pipes. Heat pipe heat exchanger was attached to system, and could carry out charging and discharging to thermal storage tank at the same time. Height of the thermal storage tank was 600 mm, and that of the charging/discharging heat exchanger was 400 mm. Length of the heat pipe was the same as the total height of thermal storage system, and outer and inner diameter were 25.4 mm(O.D.) and 21.4 mm(I.D.) respectively. Diameter of the circular was 43 mm(O.D.), and fin geometries were considered as the design parameters. High temperature phase change material(PCM), $KNO_3$ and low temperature PCM, $LINO_3$ were charged to storage tank to adjust working temperature. Total size of thermal storage system able to get heat capacity more than 500 kW was calculated and the results were shown in this study. Number of heat pipe was required more than maximum 500, and total length of thermal storage system was calculated to the more than maximum 3 m at various condition.