• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.12-13
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• 2020

Construction projects and buildings are becoming taller and larger, and the size of water tanks of production facilities and high-rise buildings is also gradually increasing. Most large water tanks apply a waterproofing layer to the water tank type concrete structure. The application of polyurea coating materials, which are excellent in water resistance, chemical resistance, physical performance, rapid hardening, and workability is gradually increasing as waterproofing and anticorrosion layer for water tank. As a result, defects such as water leakage and damage to the waterproofing layer are continuously occurring, causing production disruption, setback to users. Therefore, it is required to review suitability through performance verification of the waterproofing and anticorrosion system.

• 한국수소및신에너지학회논문집
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• 제34권6호
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• pp.650-656
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• 2023

In order to efficiently control boil-off rate of a liquefied hydrogen tank, the important thing is to maintain an appropriate vacuum level. however, compared to small and medium-sized storage tank, it is very difficult to create and maintain vacuum in large-capacity storage tanks. In this study, we aim to determine the target level of future large-capacity storage tank technology development and secure basic data on performance test methods by analyzing the corelation between evaporation gas and thermal conductivity of liquefied hydrogen storage tanks.

• 한국해양공학회지
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• 제38권3호
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• pp.87-102
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• 2024

Given the inadequate regulatory framework for liquefied hydrogen gas storage tanks on ships and the limitations of the IGC Code, designed for liquefied natural gas, this study introduces a critical assessment procedure to ensure the safety and suitability of such tank designs. This study performed a heat transfer analysis for boil-off gas (BOG) calculations and established separate design load cases to evaluate the yielding and buckling strength. In addition, the study assessed methodologies for both high-cycle and low-cycle fatigue assessments, complemented by comprehensive structural integrity evaluations using finite element analysis. A comprehensive approach was developed to assess the structural integrity of Type C tanks by conducting crack propagation analysis and comparing these results with the IGC Code criteria. The practicality and efficacy of these methods were validated through their application on a 23K-class liquefied hydrogen carrier at the concept design stage. These findings may have important implications for enhancing safety standards and regulatory policies.

• Advances in concrete construction
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• 제16권5호
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• pp.231-241
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• 2023

The purpose of this study was to evaluate the practical application of high-flowing concrete for a steel-concrete panel (SCP) module for a liquefied natural gas (LNG) storage tank. We evaluated the physical properties and filling performance of the developed concrete for the SCP module. First, slump tests were performed to evaluate the performance of the proposed standards for the filling tests. All the concrete mixes showed satisfactory performance. Based on the results of the previous study, the reliability of the required time measured using the T₅₀₀ test and the rheometer results measured before and after pumping was 0.94, indicating that segregation and blocking should not occur. L-box and U-box tests were conducted before and after pumping. All the recommended standards showed satisfactory performance. The SCP structural module for LNG storage tanks was fabricated to a full scale to evaluate its practical application at the final site. Satisfactory filling performance was confirmed for all the specimens.

• 비파괴검사학회지
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• 제32권6호
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• pp.711-716
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• 2012

• 한국항공우주학회지
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• 제38권5호
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• pp.477-481
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• 2010

회전익 항공기의 연료탱크는 피탄 시 기체 및 승무원의 생존성 확보를 위하여 연료누설을 차단하는 자기밀폐기능과 충돌 및 전복에 대처하기 위한 내 충돌성이 대표적으로 요구된다. 그 중 자기밀폐 기능은 연료탱크 피탄 시 내부에 적층된 자기밀폐 소재가 누설되는 연료와의 접촉을 통해 급속한 부피팽창을 일으켜 연료누설을 감소시켜주는 역할을 함으로써 군용 회전익기의 생존성을 향상시킨다. 본 연구는 미군사규격(MIL-DTL-27422D) 기준으로 국내에서 수행한 회전익 항공기의 연료탱크 내탄성능 시험평가 결과를 제시한다.

• 한국화재소방학회논문지
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• 제33권6호
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• pp.173-180
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• 2019

유류탱크 화재는 화재진압이 쉽지 않다. 미국, 일본, 싱가포르 등의 국가에서는 오랜 시행착오 끝에 대형 유류저장탱크의 전면화재에 대응하기 위한 대용량의 포방사 시스템을 도입하였다. 본 연구에서는 American Petroleum Institute (API), National Fire Protection Association (NFPA), British Standard European Norm (BS EN)의 관련 기준과 일본의 법령 등을 바탕으로 대용량 포방사에 대한 기준과 방법 등을 연구하였고, 모형탱크 전면화재 진압 비교실험을 통해 대용량 포방사의 성능을 확인하였다. 그 결과 소용량의 노즐 여러 개를 사용하는 것보다 대용량의 노즐 하나를 사용하는 대용량 포방사가 화재진압 성능이 더 우수 하였고, 노즐의 배치를 달리하여 서로 다른 방향에서 방사하는 것보다 동일한 방향에서 집중 방사하는 것이 더욱 효과적이었다. 결국 대용량포방사시스템의 국내도입 필요성을 확인하였다. 그러나 대용량포방사시스템의 운용은 현장 여건에 따라서는 매우 제한적일 수밖에 없다. 따라서 시스템을 최대한 경량화 되고 이동이 쉬운 것으로 도입하여야 한다. 또한 주요 탱크별로 운영계획을 수립하면서 대구경 소방호스의 장거리 설치문제, 소방활동 공간의 협소문제 등 파악되는 장애요인을 현장 여건에 따라 해결해 나가는 것이 현실적 방안으로 보인다.

• 한국안전학회지
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• 제33권2호
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• pp.86-93
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• 2018

Recently, the use of composite steel plate concrete structural modules filled with concrete between steel plates of complex internal structure, in which a large amount of studs are installed, is increasing in order to reduce the weight and to increase workability of structures such as LNG storage tanks. However, in Korea, there is no systematic criterion for evaluating the construction performance of composite steel plate concrete structural modules. Therefore, in this study, we propose a filling guideline of concrete for composite steel plate structural module. For this purpose, high filling performance concrete with general strength range was formulated and tested for filling ability and permeability for each formulation. Rheology analysis was performed to quantitatively evaluate the flow characteristics of concrete. The reliability of $T_{500}$ and plastic viscosity was evaluated to reflect the results of each test, and a guideline for high filling concrete satisfying the reliability of 0.9 or more was derived by reflecting the results of the study on the relationship between the $T_{500}$ and plastic viscosity. Through final fill-box test, filling performance was verified and guidelines were suggested.

• 한국가스학회지
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• 제21권5호
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• pp.64-69
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• 2017

한국은 세계 2위의 LNG 수입국이고 2017년 기준 약 70기의 LNG 저장탱크가 상업운전 중에 있다. LNG산업의 핵심설비인 LNG 저장탱크는 1986년 상업운전 이후 설계보증 연한인 30년이 경과 되면서 도시가스사업법 개정을 통해 2014년부터 정밀안전진단을 수행하고 있다. 정밀안전진단 시 LNG 저장탱크의 외조 콘크리트에 대해서 상태평가를 할 수 있는 기준이 부재한 상태이다. LNG 저장탱크의 구조적 특성과 기존 토목구조물 상태평가 기준 분석을 통해 저장탱크의 대표부재에 대한 상태평가기준을 개발하였다. 개발된 객관적 상태평가기준은 LNG 저장탱크의 안전성 및 신뢰성을 향상시키고 보수기준을 제시할 수 있다.

• Structural Engineering and Mechanics
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• 제13권6호
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• pp.615-638
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• 2002

This paper presents a method of seismic analysis for a cylindrical liquid storage structure considering the effects of the interior fluid and exterior soil medium in the frequency domain. The horizontal and rocking motions of the structure are included in this study. The fluid motion is expressed in terms of analytical velocity potential functions, which can be obtained by solving the boundary value problem including the deformed configuration of the structure as well as the sloshing behavior of the fluid. The effect of the fluid is included in the equation of motion as the impulsive added mass and the frequency-dependent convective added mass along the nodes on the wetted boundary of the structure. The structure and the near-field soil medium are represented using the axisymmetric finite elements, while the far-field soil is modeled using dynamic infinite elements. The present method can be applied to the structure embedded in ground as well as on ground, since it models both the soil medium and the structure directly. For the purpose of verification, earthquake response analyses are performed on several cases of liquid tanks on a rigid ground and on a homogeneous elastic half-space. Comparison of the present results with those by other methods shows good agreement. Finally, an application example of a reinforced concrete tank on a horizontally layered soil with a rigid bedrock is presented to demonstrate the importance of the soil-structure interaction effects in the seismic analysis for large liquid storage tanks.