• Coupled systems mechanics
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• 제11권4호
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• pp.335-355
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• 2022

It's important to note that the number of studies on the lateral vibration of steel liquid storage tanks has been quite modest in the past. The aim of this research has to look at the variables that affect vibration of storage tanks and to highlight the characteristics of a construction that hasn't received much attention in the literature. The storage tank has pre-sized in the study, and aluminum and steel have chosen as components. The specified material qualities and the factors utilized in the investigation has used to calculate vibration frequency values. The resulting calculations are backed up by tables and graphs, and it's an important to look into the parameters that affect the vibration frequencies that will occur on the designed storage tank vary. In the literature, water tanks are usually modelled as lumped masses. The horizontal stiffness of the column on which it is placed is assumed to be constant throughout. This is an approximation method of solving this problem. The column is handled in this study with a more realistic approach that fits the continuum mechanics in the analysis. The reservoir part is incorporated directly into the problem as the boundary condition.

• 한국축산식품학회지
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• 제31권4호
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• pp.557-562
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• 2011

본 연구는 국내에서 유통되고 있는 액란의 냉장저장 중 미생물 및 이화학적 성상을 구명하기 위해 수행하였다. 본 실험에 사용된 액란은 살균 및 비살균 처리된 전란액, 난황액 및 난백액으로 여름철과 겨울철 생산 제품에 대해 각각 조사하였다. 냉장저장 중 세균수의 경우 여름철에 생산된 비살균 액란(전란액, 난황액 및 난백액)은 1,270-83,300 CFU/g 수준으로 겨울철에 생산된 비살균 액란의 0-4,330 CFU/g 에 비해 증가하는 것으로 나타났다. 살균 전란액과 살균 난황액에서는 저장기간 동안 액란생산 계절과 관계 없이 대장균군이 검출되지 않는 것으로 나타났다. 반면, 비살균 액란은 냉장저장 중 겨울철에 생산된 난백액에서만 대장균군이 검출되지 않는 것으로 나타났다. Salmonella는 살균 및 비살균 액란 모두에서 냉장저장 중 액란 생산 계절과 관계없이 검출되지 않았다. 그러나, 여름철에 생산된 비살균 전란액으로부터 Salmonella 의심균을 동정한 결과, Pseudomonas sp, Pseudomonas geezenne, Pseudomonas otitidis, Pseudomonas aeruginosa인 것으로 판명되었다. 액란의 냉장저장 중 pH 및 점도변화는 살균과 비살균 처리구간 뚜렷한 차이가 없는 것으로 나타났다. 이상의 결과를 종합해 볼 때 여름철에 비살균 액란 생산시 교차오염에 각별한 주의가 필요할 것으로 사료된다.

• Earthquakes and Structures
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• 제15권2호
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• pp.133-144
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• 2018

To study the effectiveness of sliding isolation in a CRLSS (concrete rectangular liquid-storage structure) and develop a reasonable limiting-device method, dynamic responses of non-isolation, sliding isolation with spring limiting-devices and sliding isolation with steel bar limiting-devices are comparatively studied by shaking table test. The seismic response reduction advantage of sliding isolation for concrete liquid-storage structures is discussed, and the effect of the limiting-device type on system dynamic responses is analyzed. The results show that the dynamic responses of sliding isolation CRLSS with steel bar-limiting devices are significantly smaller than that of sliding isolation CRLSS with spring-limiting devices. The structure acceleration and liquid sloshing wave height are greatly influenced by spring-limiting devices. The acceleration of the structure in this case is close to or greater than that of a non-isolated structure. Liquid sloshing shows stronger nonlinear characteristics. On the other hand, sliding isolation with steel bar-limiting devices has a good control effect on the structural dynamic response and the liquid sloshing height simultaneously. Thus, a limiting device is an important factor affecting the seismic response reduction effect of sliding isolation. To take full advantage of sliding isolation in a concrete liquid-storage structure, a reasonable design of the limiting device is particularly important.

• Structural Engineering and Mechanics
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• 제81권6호
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• pp.691-703
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• 2022

To obtain the seismic response of lead-cored rubber, shape memory alloy (SMA)-rubber isolation Plate-shell Integrated Concrete Liquid-Storage Structure (PSICLSS), based on a PSICLSS in a water treatment plant, built a scale experimental model, and a shaking table test was conducted. Discussed the seismic responses of rubber isolation, SMA-rubber isolation PSICLSS. Combined with numerical model analysis, the vibration characteristics of rubber isolation PSICLSS are studied. The results showed that the acceleration, liquid sloshing height, hydrodynamic pressure of rubber and SMA-rubber isolation PSICLSS are amplified when the frequency of seismic excitation is close to the main frequency of the isolation PSICLSS. The earthquake causes a significant leakage of liquid, at the same time, the external liquid sloshing height is significantly higher than internal liquid sloshing height. Numerical analysis showed that the low-frequency acceleration excitation causes a more significant dynamic response of PSICLSS. The sinusoidal excitation with first-order sloshing frequency of internal liquid causes a more significant sloshing height of the internal liquid, but has little effect on the structural principal stresses. The sinusoidal excitation with first-order sloshing frequency of external liquid causes the most enormous structural principal stress, and a more significant external liquid sloshing height. In particular, the principal stress of PSICLSSS with long isolation period will be significantly enlarged. Therefore, the stiffness of the isolation layer should be properly adjusted in the design of rubber and SMA-rubber isolation PSICLSS.

• Fisheries and Aquatic Sciences
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• 제4권4호
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• pp.246-251
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• 2001

As a series of studies on improving quality of seasoned-dried Pacific saury, fatty acid compositions and taste compounds of the seasoned-dried saury treated with liquid smoke (T2 product) were examined during storage, comparing with control (C, seasoning only). In the both samples, the major fatty acids were 22:6n-3, 16:0, 22: In-11I, 20: In-11, 18: In-9, 14:0, 20:5 n-3 and 16:1n-7. The contents of saturated fatty acids in C and T2 increased with increasing storage period, while those of polyunsaturated fatty acids decreased. After drying, the contents of 7 non-volatile organic acids contents detected in this study decreased, and the others of non-volatile organic acids, except for malic and citric acids, in both C and T2 decreased with storage period. The contents of nucleotides and their related compounds in both C and T2 decreased with increasing storage period. The content of total free amino acids in raw sample was 556.96 mg/100g and increased up to 895.77 mg/l00 g and 958.40 mg/100g in C and T2, respectively, after drying, and total contents of free amino acids in both C and T2 somewhat decreased after 60 days of storage.

• 한국강구조학회 논문집
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• 제28권3호
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• pp.195-202
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• 2016

본 논문은 강재 액체저장탱크의 내진설계를 위하여 이용되고 있는 Eurocode 8, API 650, NZSEE 등의 해외 설계기준들의 설계방법들을 비교, 분석함으로써, 강재 액체저장탱크의 내진설계를 위한 국내 설계기준을 수립하기 위하여 필요한 주요 사항들에 대한 자료를 제공하고자 하였다. 각 설계기준에서는 강재 액체저장탱크의 내진설계를 위하여 충격성분과 대류성분을 이용한 단순화된 형태의 역학적 모델을 제시하고 있다. Eurocode 8, API 650 등의 설계기준에서는 두 개의 질량을 가지는 역학적 모델을, NZSEE에서는 세 개의 질량을 가지는 역학적 모델을 사용하고 있다. 또한 Eurocode 8, NZSEE은 강도설계법을 사용하고 있으며, API 650은 허용응력설계법을 사용하고 있어 하중 등에 대한 직접적인 비교는 적절하지 않아 역학적 모델에 대한 주요 인자들을 위주로 비교, 검토하였다. 역학적 모델은 설계기준에 따라 차이는 있으나 충격성분 및 대류성분의 질량 및 진동수 등은 유사하게 나타났다. 강재 액체저장탱크에 대한 국내 내진설계기준은 허용응력설계법보다는 하중저항계수설계법을 사용하고, 국내의 실정에 맞는 하중 및 저항 특성을 고려하여 강재 액체저장탱크의 신뢰도 수준을 일정하게 유지하는 것이 필요할 것으로 판단된다.

• Earthquakes and Structures
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• 제12권5호
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• pp.583-589
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• 2017

In this study, result of a field investigation of railway traffic-induced vibrations is provided to examine acceptability levels of ground vibration and to evaluate the serviceability of a liquid-storage tank. Free field attenuation of the amplitudes as a function of distance is derived by six accelerometers and compared with a well-known half-space Bornitz's analytical solution which considers the loss of the amplitude of waves due to geometrical damping and material damping of Rayleigh. Bornitz's solution tends to overlap vertical free field vibration compared with in-situ measured records. The vibrations of the liquid-storage tank were compared with the USA, Federal Transportation Railroad Administration (FTA) criteria for acceptable ground-borne vibrations and with the criteria in DIN 4150-3 German standard. Comparing the thresholds stated in DIN 4150-3, absolute peak particle velocities are within the safe limits, however according to FTA velocity level at the top of the water tank exceeds the allowable limits. Furthermore, it is intended to indicate experimentally the effect of the kinematic interaction caused by the foundation of the structure on the free-field vibrations.

• 한국지진공학회논문집
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• 제2권2호
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• pp.69-75
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• 1998

액체저장탱크 구조물은 지진에 의해 붕괴되는 경우 구조물의 파손 및 저장물의 손실에 의한 직접피해보다 파급효과(유독물질이나 오염물질의 유출로 지속적인 재산피해 및 환경파괴를 초래함)가 더욱 심각하므로 이러한 직, 간접적 피해를 최소화하기 위한 내진설계기준의 제정이 시급한 과제이다. 본 논문에서는 원통형 액체저장탱크의 내진설계기준을 마련하기 위한 기초작업으로 뉴질랜드지침과 오스트리아지침의 해석방법을 고찰하고, 수치해석 예의 결과를 비교하여 두 지침의 적용타당성 및 문제점을 제시하였다.

• Structural Engineering and Mechanics
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• 제35권6호
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• pp.759-772
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• 2010

Seismic isolation is a well-known method to mitigate the earthquake effects on structures by increasing their fundamental natural periods at the expense of larger displacements in the structural system. In this paper, the seismic response of isolated and fixed base vertical, cylindrical, liquid storage tanks is investigated using a Finite Element Model (FEM), taking into account fluid-structure interaction effects. Three vertical, cylindrical tanks with different ratios of height to radius (H/R = 2.6, 1.0 and 0.3) are numerically analyzed and the results of response-history analysis, including base shear, overturning moment and free surface displacement are reported for isolated and non-isolated tanks. Isolated tanks equipped by lead rubber bearings isolators and the bearing are modeled by using a non-linear spring in FEM model. It is observed that the seismic isolation of liquid storage tanks is quite effective and the response of isolated tanks is significantly influenced by the system parameters such as their fundamental frequencies and the aspect ratio of the tanks. However, the base isolation does not significantly affect the surface wave height and even it can causes adverse effects on the free surface sloshing motion.

• Journal of Advanced Marine Engineering and Technology
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• 제31권4호
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• pp.363-369
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• 2007

Probably the most significant heat transfer in the cryogenic liquid hydrogen storage tank from the atmosphere may occur through its support system. In this paper the efficient support system for the cryogenic storage vessel was newly developed and analysed. The support system was composed of a spherical ball as a supporter to reduce the contact area. which is located between two supporting SUS tubes inserted SUS and PTFE blocks. Numerical analyses for temperature distribution, and the thermal stress and strain of the support system were performed by the commercial codes FLUENT and ANSYS. The heat transfer rate of the supporter was evaluated by the thermal boundary potential method which can consider the variation of thermal conductivity with temperature. The results showed that the heat transfer rate through the developed supporter compared with the common SUS tube supporter was significantly reduced. The thermal stress and strain were obtained well below the limited values. It was found that the developed supporter can be one of the most efficient support systems for cryogenic liquid storage vessel.