• Title/Summary/Keyword: 액체저장탱크

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Derivation of Added Mass Matrix and Sloshing stiffness matrix of the Ideal Fluid using BEM and Application to the Seismic Analysis of Cylindrical Liquid storage tanks. (경계요소법에 의한 이상유체의 부가질량 및 슬러싱 강성행렬 도출과 원통형 액체 저장 탱크 지진응답 해석)

  • 김재관;이진호;진병무
    • Journal of the Earthquake Engineering Society of Korea
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    • v.4 no.3
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    • pp.83-98
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    • 2000
  • 유연한 액체 저장탱크 내 유체의 부가질량 및 슬러싱 강성행렬을 도출하는 새로운 방법을 제시하였다. 비점성, 비압축성 이상유체를 표면 출렁임을 고려하여 경계요소법에 의하여 모델링하였다. 유체의 표면과 저장탱크 벽체의 접촉면과 같은 불연속 경계를 다루기 위해 특별한 과정을 도입하였다. 원통형 액체저장탱크의 지진응답해석에 적용하여 우수한 결과를 얻을 수 있음을 확인하였다.

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Characteristics of Earthquake Responses of a Rectangular Liquid Storage Tanks Subjected to Bi-directional Horizontal Ground Motions (수평 양방향 지반운동이 작용하는 직사각형 액체저장탱크의 지진응답 특성)

  • Lee, Jin Ho;Lee, Se Hyeok
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.1
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    • pp.45-53
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    • 2020
  • Analytical and experimental studies show that the dynamic behavior of liquid storage tanks is significantly influenced by the fluid-structure interaction (FSI). The effects of FSI must be rigorously considered for accurate earthquake analysis and seismic design of liquid storage tanks. In this study, a dynamic analysis of a rectangular liquid storage tank subjected to bi-directional earthquake ground motions is performed and its dynamic characteristics are examined, with the effects of FSI rigorously considered. Hydrodynamic pressure is evaluated using the finite-element approach with acoustic elements and applied to the structure. The responses of the rectangular tank subjected to bi-directional earthquake ground motions are thus obtained. It can be observed that the incident angle of bi-directional horizontal ground motions has significant effects on the dynamic responses of the considered system. Therefore, the characteristics of the system must be considered in its seismic design and performance evaluation.

Seismic Performance Improvement of Liquid Storage Tank using Lead Rubber Bearing (납고무받침을 이용한 액체저장탱크 내진성능향상)

  • Kim, Hu-Seung;Oh, Ju;Jung, Hie-Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.3
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    • pp.441-449
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    • 2019
  • Recently, interest in the seismic safety of structures is rising in South Korea due to the occurrences of earthquakes of 5.0 or greater magnitudes such as Gyeongju earthquake (September 2016) and Pohang earthquake (November 2017). In particular, the importance of living facilities that cause human injuries and property losses is more emphasized. Representative living facilities include gas and oil storage facilities and water tanks. In this study, the seismic performance of liquid storage tanks is improved by applying the lead rubber bearing, which is a seismic isolation method. The lead rubber bearing was designed considering the foundation of liquid storage tanks, and the general properties of the lead rubber bearing were verified through compression and shear tests using fabricated specimens. Furthermore, the behaviors of liquid storage tanks according to seismic and non-seismic isolations were analyzed through durability test, shaking table test and finite element analysis using ANSYS.

Seismic Fragility Assessment of Liquid Storage Tanks by Finite Element Reliability Analysis (유한요소 신뢰성 해석을 통한 액체저장탱크의 지진 취약도 평가)

  • Lee, Sangmok;Lee, Young-Joo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.4
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    • pp.718-725
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    • 2017
  • A liquid storage tank is one of the most important structures in industrial complexes dealing with chemicals, and its structural damage due to an earthquake may cause a disastrous event such as the leakage of hazardous materials, fire, and explosion. It is thus essential to assess the seismic fragility of liquid storage tanks and prepare for seismic events in advance. When a liquid storage tank is oscillated by a seismic load, the hydrodynamic pressure caused by the liquid-structure interaction increases the stress and causes structural damage to the tank. Meanwhile, the seismic fragility of the structure can be estimated by considering the various sources of uncertainty and calculating the failure probabilities in a given limiting state. To accurately evaluate the seismic fragility of liquid storage tanks, a sophisticated finite element analysis is required during their reliability analysis. Therefore, in this study, FERUM-ABAQUS, a recently-developed computational platform integrated with commercial finite element and reliability analysis software packages, is introduced to perform the finite element reliability analysis and calculate the failure probability of a liquid storage tank subjected to a seismic load. FERUM-ABAUS allows for automatic data exchange between these two software packages and for the efficient seismic fragility assessment of a structure. Using this computational platform, the seismic fragility curve of a liquid storage tank is successfully obtained.

위성 발사체 추진제 가압용 열교환기 기초 설계

  • 이희준;한상엽;정용갑;길경섭;하성업;김병훈
    • Bulletin of the Korean Space Science Society
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    • 2004.04a
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    • pp.74-74
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    • 2004
  • 액체추진제를 사용하는 위성 발사체의 경우 추진제탱크에 저장된 추진제를 추력을 발생하는 연소실에 공급하기 위하여 헬륨 등의 가압제를 사용한다. 본 연구에서는 액체추진제 로켓엔진의 산화제인 극저온의 액체산소를 저장하고 있는 탱크 내부에 설치된 별도의 탱크에 저장된 극저온/고압의 헬륨을 고온으로 열팽창 시켜 추진제 탱크로 재유입하여 추진제를 가압하는 시스템에 사용되는 가압제 열팽창용 열교환기의 개발을 위한 기초 설계를 수행하였다. (중략)

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A Comparative Study on the Earthquake Resistant Design Criteria for Cylindrical, Liquid-Storage Tanks (원통형 액체저장탱크 내진설계기준의 비교연구)

  • 국승규
    • Journal of the Earthquake Engineering Society of Korea
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    • v.2 no.2
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    • pp.69-75
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    • 1998
  • Because the collapse of liquid-storage tank structures under earthquakes brings out substantially more damages by indirect effects(continuous losses of economy and environmental disruption due to the spillage of toxic contents or pollutants) than direct economic losses of tanks and contents, it is an urgent matter to provide earthquake resistant design criteria in order to minimize such direct/indirect damages. In this paper, as fundamental works to prepare earthquake resistant design criteria for cylindrical liquid-storage tanks, analysis methods given in the Recommendations of New Zealand and Austria are reviewed and the applicabilities and problems of the two methods are set forth by comparison of the analysis results with a numerical example.

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Measuring Technique for Sloshing Phenomenon of vibrated liquid Storage Tank (가진을 받는 액체 저장탱크 내의 슬로싱 측정 기법 연구)

  • 윤성호;박기진;권호용
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2002.04a
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    • pp.80-81
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    • 2002
  • 비행체의 액체 저장탱크에서의 슬로싱 현상은 비행체의 조정 안정성 상실은 물론 구조적인 파손이 발생하여 인명 및 재정 손실이 초래 될 수 있다. 또한 최근 대형 선박에서의 액체 저장탱크에서도 슬로싱 문제는 주요한 관심사로 되어 있다. 선진기술국에서는 이러한 슬로싱 문제를 해결하기 위해 많은 관심을 쏟아 왔으나 국내에서는 체계적인 연구가 미흡한 실정이다.

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Comparison of Design Standards for Seismic Design of Steel Liquid Storage Tanks (강재 액체저장탱크의 내진설계를 위한 설계기준 분석)

  • Bae, Doobyong;Park, Jang Ho;Oh, Chang Kook
    • Journal of Korean Society of Steel Construction
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    • v.28 no.3
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    • pp.195-202
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    • 2016
  • In this study, it is carried out to analyze the international design standards such as Eurocode 8, API 650, NZSEE and etc for the seismic design of steel liquid storage tanks. From the comparison and analysis, the data for the required parameters and factors are provided for the establishment of Korean seismic design standard for steel liquid storage tanks. The simplified mechanical models have been presented for the seismic design of steel liquid storage tanks in all design standards and the parameters of mechanical models in design standards have similar values. Although the models for the seismic design of steel liquid storage tanks are similar in design standards, design approaches are given differently in accordance with the design methods, allowable stress design or limit state design. Therefore it is not easy to compare seismic forces presented in design standards directly. After comparison of design standards, it is concluded that establishment of Korean design standard for the seismic design of steel liquid storage tanks is necessary.

Comparison of the Internal Pressure Behavior of Liquid Hydrogen Fuel Tanks Depending on the Liquid Hydrogen Filling Ratio (액체수소 충전 비율에 따른 액체수소 연료탱크의 내부 압력 거동 비교)

  • Dongkuk Choi;Sooyong Lee
    • Journal of Aerospace System Engineering
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    • v.18 no.3
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    • pp.8-16
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    • 2024
  • Because hydrogen has very low density, a different storage method is required to store the same amount of energy as fossil fuel. One way to increase the density of hydrogen is through liquefaction. However, since the liquefied temperature of hydrogen is extremely low at -252 ℃, it is easily vaporized by external heat input. When liquid hydrogen is vaporized, a self-pressurizing phenomenon occurs in which the pressure inside the hydrogen tank increases, so when designing the tank, this rising pressure must be carefully predicted. Therefore, in this paper, the internal pressure of a cryogenic liquid fuel tank was predicted according to the liquid hydrogen filling ratio. A one-dimensional thermodynamic model was applied to predict the pressure rise inside the tank. The thermodynamic model considered heat transfer, vaporization of liquid hydrogen, and fuel discharging. Finally, it was confirmed that there was a significant difference in pressure behavior and maximum rise pressure depending on the filling ratio of liquid hydrogen in the fuel tank.

Pseudo-Dynamic Tests on Base-Isolated Liquid Storage Tanks (기초분리(基礎分離)된 액체저장(液體貯藏)탱크의 유사(類似) 동적실험(動的實驗))

  • Kim, Nam Sik;Lee, Dong Guen
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.4
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    • pp.51-64
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    • 1993
  • Base-isolated liquid storage tanks under seismic loading were tested by the Pseudo-dynamic test method. Substructuring technique in which a mixed integration method was adopted and the liquid tanks were simply modeled as a discrete system. This study gave experimental verification on the advantage of mounting the liquid tanks on base isolators in order to reduce the hydrodynamic forces on the tank wall.

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