Relevant bibliographies by topics / Cylindrical Tank

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Cylindrical Tank'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Cylindrical Tank"

1

Limarchenko, O., C. Cattani, and V. Pilipchuk. "Structure of geometrical nonlinearities in problems of liquid sloshing in tanks of non-cylindrical shape." Mathematical Modeling and Computing 1, no. 2 (2014): 195–213. http://dx.doi.org/10.23939/mmc2014.02.195.

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Structure of geometrical nonlinearities in mathematical model of liquid sloshing in tanks of non-cylindrical shape is under consideration. In contrast to the case of cylindrical reservoir, some new types of nonlinearities occur in mathematical statement of the problem. They are connected with four main reasons. First, they are determined by new normal modes, which correspond to non-cylindrical shape of the tank and take into account some nonlinear properties of the problem (for example, they follow tank walls above level of a free surface). Second, determination of the potential energy of the
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Doi, Taiga, Takashi Futatsugi, Michio Murase, Kosuke Hayashi, Shigeo Hosokawa, and Akio Tomiyama. "Countercurrent Flow Limitation at the Junction between the Surge Line and the Pressurizer of a PWR." Science and Technology of Nuclear Installations 2012 (2012): 1–10. http://dx.doi.org/10.1155/2012/754724.

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An experimental study on countercurrent flow limitation (CCFL) in vertical pipes is carried out. Effects of upper tank geometry and water levels in the upper and lower tanks on CCFL characteristics are investigated for air-water two-phase flows at room temperature and atmospheric pressure. The following conclusions are obtained: (1) CCFL characteristics for different pipe diameters are well correlated using the Kutateladze number if the tank geometry and the water levels are the same; (2) CCFL occurs at the junction between the pipe and the upper tank both for the rectangular and cylindrical t
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Tso, W. K., A. Ghobarah, and S. K. Yee. "Seismic design forces for cylindrical tanks on ground." Canadian Journal of Civil Engineering 12, no. 1 (1985): 12–23. http://dx.doi.org/10.1139/l85-002.

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A study is made on the hydrodynamic effect caused by seismic ground motions on the design of cylindrical on-ground liquid-storage tanks. The current techniques for determining the design base shear and overturning moment of the tank are reviewed, first treating the tank wall as rigid and then including the wall flexibility effect. By means of examples, these calculations are compared with those suggested by the National Building Code of Canada (NBCC). In addition, theoretically predicted values are compared with experimental data.It was found that in the case of tanks of high height to radius
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Kotrasova, Kamila, Ivan Grajciar, and Eva Kormaníková. "Dynamic Time-History Response of Cylindrical Tank Considering Fluid - Structure Interaction due to Earthquake." Applied Mechanics and Materials 617 (August 2014): 66–69. http://dx.doi.org/10.4028/www.scientific.net/amm.617.66.

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Ground-supported cylindrical tanks are used to store a variety of liquids. The fluid was develops a hydrodynamic pressures on walls and bottom of the tank during earthquake. This paper provides dynamic time-history response of concrete open top cylindrical liquid storage tank considering fluid-structure interaction due to earthquake. Numerical model of cylindrical tank was performed by application of the Finite Element Method (FEM) utilizing software ADINA. Arbitrary-Lagrangian-Eulerian (ALE) formulation was used for the problem analysis. Two way Fluid-Structure Interaction (FSI) techniques we
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Kotrasova, Kamila, and Eva Kormanikova. "The Study of Seismic Response on Accelerated Contained Fluid." Advances in Mathematical Physics 2017 (2017): 1–9. http://dx.doi.org/10.1155/2017/1492035.

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Ground-supported cylindrical tanks are strategically very important structures used to store a variety of liquids. This paper presents the theoretical background of fluid effect on tank when a fluid container is subjected to horizontal acceleration. Fluid excites the hydrodynamic (impulsive and convective) pressures, impulsive and convective (sloshing) actions. Seismic response of cylindrical fluid filling tanks fixed to rigid foundations was calculated for variation of the tank slenderness parameter. The calculating procedure has been adopted in Eurocode 8.
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Hlova, Taras, Mykhailo Semerak, Bogdanna Hlova, and Mykola Mykhailyshyn. "The influence of pressure changes on the integrity of tanks for storage of petroleum products and toxic substances." Military Technical Collection, no. 24 (May 20, 2021): 31–36. http://dx.doi.org/10.33577/2312-4458.24.2021.31-36.

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Tanks for the storage of oil products and toxic substances in warehouses are the main ones. They can be in the form of separate tanks or a group of tanks. The most widespread are vertical steel tanks with a stationary roof that a placed in open areas. The tanks heat up, and the intensity of evaporation of the oil product increases in case of fire. If there is a permanent roof, the pressure in the tank will increase. If the capacity of the breathing valves is less than the intensity of evaporation then there is a risk of explosion. Explosions in the tank often lead to the separation of the bott
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Li, Xulin, Jiayu Li, and Xing Wang. "Research on the influence of heat retention capability of phase change energy storage tank based on different packaging structures." Journal of Physics: Conference Series 3011, no. 1 (2025): 012017. https://doi.org/10.1088/1742-6596/3011/1/012017.

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Abstract To explore the influence of different packaging structures on the thermal storage efficacy of phase change energy storage systems, the cylindrical, wedge-shaped, conical, and oval packaging structures of these tanks were studied by combining experimental verification and simulation. The differences in each tank’s heat storage time, temperature distribution, and heat storage were analyzed. The results show that the different packaging structures will have a certain impact on the thermal retention capability of the water tank. In the heat storage procedure, the wedge-shaped unit tank fi
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Tang, Fei, Yong Li, and Yong Bin Geng. "Liquid Sloshing Damping Computation in Cylindrical Tank Based on VOF Method." Applied Mechanics and Materials 390 (August 2013): 116–20. http://dx.doi.org/10.4028/www.scientific.net/amm.390.116.

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For liquid sloshing in partially filled cylindrical tank, the influence of the free surface on the sloshing damping is very important, especially in the application of spacecraft. In order to calculate the damping characteristic of partially filled cylindrical tanks more accurately, the finite volume scheme base on Volume-of-Fluid (VOF) is used to simulate the interface flow in the tank. Second order accurate piecewise line interface construction scheme is used to reconstruct the free surface. Through the numerical simulation, the influence on the sloshing damping with different liquid fill ra
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Saria, Abdellali, Mohamed Djermane, and Nasser Dine Hadj-Djelloul. "Three-Dimensional Nonlinear Dynamic Analysis of Base Isolated Cylindrical Steel Tank." Civil Engineering Journal 8, no. 6 (2022): 1268–87. http://dx.doi.org/10.28991/cej-2022-08-06-013.

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Failure of a tank during an earthquake can result in significant financial, human, and environmental losses. Thus, their lack of resiliency against strong earthquakes may result in refinery disruption. This has the potential to have a considerable impact on any economic system. As a result, more research into the seismic performance of tank structures is required to attain the highest possible level of resistance against strong earthquakes. In this paper, we aim to look into the installation of seismic isolation systems in cylindrical steel storage tanks. A nonlinear 3D finite element model is
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Zui, H., T. Shinke, and A. Nishimura. "Experimental Studies on Earthquake Response Behavior of Cylindrical Tanks." Journal of Pressure Vessel Technology 109, no. 1 (1987): 50–57. http://dx.doi.org/10.1115/1.3264855.

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A series of dynamic tests for the seismic behavior of ground-supported liquid storage tanks are evaluated and compared with previous theoretical studies. Two model tanks were subjected to shaking table tests with particular attention to the influence of base fixity and geometric imperfections in the tank walls. Test results support numerical calculations which show that base fixity conditions strongly influence the seismic response of tanks. Although high radial accelerations are induced by the imperfections, they are not found to be significant factors in tank failure.
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Dissertations / Theses on the topic "Cylindrical Tank"

1

Qu, Feng. "Seismic response of unanchored cylindrical liquid-tank systems." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq22125.pdf.

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Qu, Feng Carleton University Dissertation Engineering Civil and Environmental. "Seismic response of unanchored cylindrical liquid-tank systems." Ottawa, 1997.

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Карінцев, Іван Борисович, Иван Борисович Каринцев, Ivan Borysovych Karintsev та О. В. Кугуенко. "Выбор рациональной формы крышки и днища цилиндрического резервуара, находящегося под внутренним давлением". Thesis, Издательство СумГУ, 2011. http://essuir.sumdu.edu.ua/handle/123456789/8233.

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Жигилій, Дмитро Олексійович, Дмитрий Алексеевич Жигилий, Dmytro Oleksiiovych Zhyhylii та А. А. Жулев. "Расчет цилиндрической оболочки резервуара переменной толщины". Thesis, Издательство СумГУ, 2011. http://essuir.sumdu.edu.ua/handle/123456789/8269.

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Rasiulis, Konstantin. "Analysis and evaluation of the local geometrical defects on the walls of the over ground cylindrical vertical tanks." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2008. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2008~D_20080213_083642-52744.

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In all branches of industry, especially in power-engineering, thin wall steel structures are extensively used. Land vertical cylindrical tanks are examples of such structures. The manufacture and assembling of these structures are usually accompanied by deviations from an ideal cylindrical form. Therefore, the exact evaluation of real local imperfections and common deviations from the analytical model of the tank is very important for such potentially dangerous structures. The main objective of the presented investigations is to identify stress/strain state of the wall tank with local imperfec
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Smith, Everhardus Johannes. "A numerical analysis of the hydrodynamic mixing characteristics of a rectangular versus a cylindrical mixing crystallizer tank for a membrane distillation apparatus." Thesis, Cape Peninsula University of Technology, 2018. http://hdl.handle.net/20.500.11838/2827.

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Thesis (MTech (Mechanical Engineering))--Cape Peninsula University of Technology, 2018.<br>A membrane distillation crystallization (MDC) experimental setup was designed, constructed and commissioned with rectangular mixing crystallizer tanks. The advantages and disadvantages of a rectangular mixing tank are compared to the traditional cylindrical mixing tank with baffling by means of a computational fluid dynamic (CFD) analysis in Ansys Fluent. The effect of tank configuration and geometry on the hydrodynamic and mixing characteristics for efficient momentum, solid suspension, heat and mass t
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Zeng, Xianguang Carleton University Dissertation Engineering Civil. "Earthquake response analysis of unanchored cylindrical liquid storage tanks." Ottawa, 1993.

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D'Amico, Marta <1988&gt. "Seismic fragility and dynamic behavior of atmospheric cylindrical steel tanks." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amsdottorato.unibo.it/8660/1/DAmico_Marta_tesi.pdf.

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The main purpose of the research carried out in the aim of this PhD dissertation has been the analysis of the dynamic behavior of on-grade cylindrical steel storage tanks. This has been done through two main research fields: the evaluation of tank seismic fragility and the analytical modeling of the tank dynamics when subjected to the ground acceleration. In the first part of the study, new fragility models have been proposed with the aim to overcome limits and week points of past researches. For this purpose, a large dataset of information on failures of atmospheric tanks during past earthqu
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Boutros, Tony. "Buckling of broad, anchored, cylindrical liquid-storage tanks subjected to horizontal ground motion." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq28401.pdf.

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Chen, Lei. "Buckling of circular steel cylindrical shells under different loading conditions." Thesis, University of Edinburgh, 2011. http://hdl.handle.net/1842/9435.

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Cylindrical shells are widely used in civil engineering. Examples include cooling towers, pipelines, nuclear containment vessels, steel silos and tanks for storage of bulk solids and liquids, and pressure vessels. The loading condition for these shells is quite varied depending on the function of the shell. Axial compression, global bending, external or internal pressure and wind loading are some of the most common loading forms for realistic structures. The failure of these cylindrical shell structures is often controlled by elastic or elastic-plastic buckling failure. Yield failure may occur
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Books on the topic "Cylindrical Tank"

1

Ko, William L. Thermocryogenic buckling and stress analyses of a partially filled cryogenic tank subjected to cylindrical strip heating. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1994.

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Ko, William L. Thermocryogenic buckling and stress analyses of a partially filled cryogenic tank subjected to cylindrical strip heating. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1994.

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G, Karcher Guido. Buckling of cylindrical, thin wall, trailer truck tanks and ASME section XII. ASME Standards Technology, LLC, 2009.

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Melerski, Edmund S. Design analysis of beams, circular plates and cylindrical tanks on elastic foundations: With IBM-compatible software. Balkema, 2000.

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Petroleum Measurement Manual: Part II: Tank Calibration: Vertical Cylindrical Tanks (Petroleum Measurement Manual). The Institute of Petroleum, 1999.

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Melerski, Edmund. Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations, Second Edition. Taylor & Francis, 2006.

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Melerski. Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations - 2nd Edition. Taylor & Francis Group, 2006.

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Melerski, Edmund. Design Analysis Beams Circular Plates and Cylindrical Tanks on Elastic Foundations. Taylor & Francis, 2000.

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Melerski, Edmund S. Design analysis of beams, circular plates and cylindrical tanks on elastic foundations. Taylor & Francis, 2000.

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Analiza współpracy żelbetowych zbiorników cylindrycznych z podłożem: Analysis of interaction of reinforced concrete cylindrical tanks with subsoil. Instytut Techniki Budowlanej- Rozprawy, 2007.

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Book chapters on the topic "Cylindrical Tank"

1

Unnikrishnan, G., Vaisakh S. Nair, S. Vishnu Prasad, and Abhilash Suryan. "Sloshing Behavior of Different Fluids in a Cylindrical Tank." In Green Energy and Technology. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-8278-0_35.

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Đelosević, Mirko, and Goran Tepić. "Risk and Safety of Cylindrical Tank Exposed to Fire." In Machine and Industrial Design in Mechanical Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-88465-9_73.

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M. Nandhini, K., C. Kumar, M. R. Prathap, and S. Sakthiyaram. "Level Monitoring of Cylindrical Two-Tank System Using IoT." In Lecture Notes in Networks and Systems. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5786-2_11.

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Buda-Ożóg, Lidia, Zdzisław Pisarek, Joanna Zięba, and Damian Nykiel. "FEM Simulations and Experimental Testing of a Connector for Prefabricated Cylindrical Tank Elements." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-44955-0_6.

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Baby, Gino, and Glory Joseph. "Seismic Response of Elevated Cylindrical Water Tank with Lead Rubber Bearing Isolation System." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4844-0_22.

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Hendricks, John S., Martyn T. Swinhoe, and Andrea Favalli. "Examples for Nuclear Safeguards Applications." In Monte Carlo N-Particle Simulations for Nuclear Detection and Safeguards. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04129-7_3.

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AbstractFour simplified examples of actual safeguard calculations are provided. First is a combined (α,n) and spontaneous fission source in a nuclear fuel assembly in a water tank with fission detectors. Second is an HLNC2 high level neutron coincidence counter for spontaneous fission and (α,n) neutron multiplicity counting. Third is an NaI scintillation detector for a photon pulse-height tally measurement of a photon source from a cylindrical UO2 pellet. Fourth is a Cf shuffler, utilizing a 252Cf spontaneous fission source, used to measure a nuclear material item, with 3He tubes measuring the
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Islamović, Fadil, Ermin Bajramović, Esad Bajramović, and Belma Islamović. "Impact Testing of Steel Welded Joint of Exploited Vertical Cylindrical Tank of Large Volume." In Advanced Technologies, Systems, and Applications VII. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-17697-5_20.

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Dutta, Pijush, Souvik Pal, Asok Kumar, and Korhan Cengiz. "Bio Inspired Optimization Based PID Controller Tuning for a Non-Linear Cylindrical Tank System." In Artificial Intelligence for Cognitive Modeling. Chapman and Hall/CRC, 2023. http://dx.doi.org/10.1201/9781003216001-14.

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Rawat, Aruna, Vasant Matsagar, and A. K. Nagpal. "Coupled Acoustic-Structure Interaction in Cylindrical Liquid Storage Tank Subjected to Bi-directional Excitation." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_90.

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Zinovieva, Tatiana V., and Denis A. Sobolev. "Effect of Hydrogen Degradation of Material on Stresses in a Steel Vertical Cylindrical Tank." In Lecture Notes in Mechanical Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-82083-0_9.

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Conference papers on the topic "Cylindrical Tank"

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Taniguchi, Tomoyo, Teruhiro Nakashima, and Daisuke Okui. "Approximation of Uplift of Flat-Bottom Cylindrical Tanks and Effects of Out-of-Plane Deformation of Cylindrical Shell on it." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45083.

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For the unanchored flat-bottom cylindrical tanks located in the seismic prone area, uplift of the tank bottom plate is inevitable. Besides the work of Nakashima, effects of out-of-plane deformation of the cylindrical shell on uplift of the tank bottom plate have been paid little attention. In analyzing uplift of the tank bottom plate, for design purpose in particular, its effects should be included. First, employing a cylindrical shell tanks with multistage rigid or elastic stiffeners, their uplift responses to the horizontal sinusoidal base acceleration are compared to highlight effects of ou
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Tvrdá, Katarína. "Foundation plate under a cylindrical tank." In CENTRAL EUROPEAN SYMPOSIUM ON THERMOPHYSICS 2019 (CEST). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5114122.

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Abdalla, Sarrah A., Amna I. M. Mohamed, Eyas A. Ali, and Mustafa O. Nawari. "Level Control Of Horizontal Cylindrical Tank." In 2019 International Conference on Computer, Control, Electrical, and Electronics Engineering (ICCCEEE). IEEE, 2019. http://dx.doi.org/10.1109/iccceee46830.2019.9070896.

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Taniguchi, Tomoyo, Teruhiro Nakashima, and Yuuichi Yoshida. "Contribution of the Bending Stiffness of the Tank Bottom Plate and Out-of-Round Deformation of Cylindrical Shell to the Tank Rocking Motion." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63916.

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Effects of bending stiffness of the tank bottom plate and out-of-round deformation of cylindrical shell on uplift of the un-anchored flat-bottom cylindrical shell tanks are investigated. Numerical tank models whose bottom plate has different bending stiffness reveal that changes in bending stiffness of the tank bottom plate may have little influence on uplift of the tanks. Contrary, numerical tank models whose cylindrical shell is stiffed differently reveal that out-of-round deformation of the cylindrical shell may have significant influence on uplift of the tanks. In addition, uplift of the t
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Taniguchi, Tomoyo, and Takumi Shirasaki. "Approximation of Fluid Pressure on the Cylindrical Tanks in Rock With the Crescent-Like Uplift Part in the Bottom Plate by Radially Sliced Tank Model." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97306.

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Flat-bottom cylindrical shell tanks may rock and have a crescent-like uplift part in the bottom plate at the event of a severe earthquake. Effects of the deformed tank bottom plate on the fluid pressure on the cylindrical tank have not been, however, quantified yet. Since the crescent-like uplift part appears eccentrically on the periphery of the tank bottom plate, its mathematical treatment would be troublesome. Regarding a cylindrical tank as a set of pieces of a thin rectangular tank with a deformed bottom plate that correspond radially sliced parts of the cylindrical tank with the crescent
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Raghunath, Kaushik, S. Ajay Viknesh, A. Kanagasabai, R. Krishna Prasaad, and S. Sobana. "Intelligent level control in horizontal cylindrical tank." In 2017 IEEE International Conference on Technological Innovations in Communication, Control and Automation (TICCA). IEEE, 2017. http://dx.doi.org/10.1109/ticca.2017.8344592.

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Turbat, Andre´. "An Overview of Cylindrical Water Tank Buckling Analysis Under Seismic Loading." In 12th International Conference on Nuclear Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/icone12-49602.

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A thin walled cylindrical liquid storage tank submitted to a large seismic excitation may exhibit buckling. Depending on the geometrical and dynamical characteristics of the tank, two buckling patterns are possible: • a bending buckling characterized by an “elephant foot bulge” at the bottom part, • a shear buckling characterized by oblique waves at the middle part of the tank. In a recent paper (Ref. [1]), Tomohiro I. et al. have presented the Japanese experience about bending buckling of cylindrical water tanks. Dynamic buckling experimental tests were performed using large scale water tank
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Nakashima, Teruhiro, and Tomoyo Taniguchi. "A Numerical Study of Uplift Motion of Flat-Bottom Cylindrical Shell Model Tank Subjected to Harmonic Excitation." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25378.

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In analyzing the rocking motion of unanchored flat-bottom cylindrical shell tanks, the fluid-structure interaction and the impact between the tank bottom plate and tank foundation should be treated adequately. Employing harmonic excitation, this paper examines the applicability of the explicit FE-Analysis technique for analyzing the rocking motion of a flat-bottom cylindrical shell tank model. Since the tank model possesses a thick and elastic bottom plate, the model tank pivots upon from an edge of the bottom plate to another edge of that reciprocally. The rocking motion of the model tank to
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Brown, Tim M., Jacob Brouwer, G. Scott Samuelsen, Franklin H. Holcomb, and Joel King. "Two-Dimensional Dynamic Simulation of Hydrogen Storage in Metal Hydride Tanks." In ASME 2006 4th International Conference on Fuel Cell Science, Engineering and Technology. ASMEDC, 2006. http://dx.doi.org/10.1115/fuelcell2006-97140.

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As proton exchange membrane fuel cell technology advances, the need for hydrogen storage intensifies. Metal hydride alloys offer one potential solution. However, for metal hydride tanks to become a viable hydrogen storage option, the dynamic performance of different tank geometries and configurations must be evaluated. In an effort to relate tank performance to geometry and operating conditions, a dynamic, two-dimensional, multi-nodal metal hydride tank model has been created in Matlab-Simulink®. Following the original work of Mayer, Groll, and Supper and the more recent paper from Aldas, Mat,
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Kotrasová, Kamila, Eva Kormaníková, and Martin Vašina. "Parametric study of seismic response of cylindrical tank." In CENTRAL EUROPEAN SYMPOSIUM ON THERMOPHYSICS 2019 (CEST). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5114110.

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Reports on the topic "Cylindrical Tank"

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Kauschinger, J. L., and B. E. Lewis. Utilization of the MPI Process for in-tank solidification of heel material in large-diameter cylindrical tanks. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/751401.

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Yeh, T. T. A vortex-induced, gas-liquid separation in a cylindrical tank at zero gravity. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3322.

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Mihalczo, John. CRITICAL AND CALIFORNIUM SOURCE DRIVEN NOISE ANALYSIS SUBCRITICAL MEASUREMENTS WITH AN UNREFLECTED CYLINDRICAL TANK OF MIXED URANIUM PLUTONIUM NITRATE SOLUTION. Office of Scientific and Technical Information (OSTI), 2022. http://dx.doi.org/10.2172/1887711.

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Hylton, T. D., R. L. Cummins, E. L. Youngblood, and J. J. Perona. Sludge mobilization with submerged nozzles in horizontal cylindrical tanks. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/159348.

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Eyler, L. L., and L. A. Mahoney. Computer simulation of mobilization and mixing of kaolin with submerged liquid jets in 25,000-gallon horizontal cylindrical tanks. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/38997.

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METHOD OF IMPERFECTION RANDOM FIELD CONSTRUCTION FOR WELDED CYLINDRICAL SHELL BASED ON SMALL SAMPLE. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.1.6.

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Abstract:
The initial geometrical imperfections of thin-walled cylindrical shell structures are important factors that cause the actual bearing capacity of such products to deviate from the theoretical value. In recent years, with the development of digital image measurement technology, it is possible to obtain geometric imperfections(GIs) through the measurement of the real geometric shape of the product, and it is possible to accurately predict the structural load-bearing capacity by considering the imperfections. On this basis, the initial GIs random field can then be considered to carry out thin-wal
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