In particular, Housner ( 1957) first presented the simplified formulae to compute the dynamic pressures developed on accelerated liquid containers and successively (Housner 1963) studied the dynamic behavior of ground-supported elevated water tanks considering equivalent spring–mass systems. The seismic response of tanks has been widely studied in the past starting from the pioneering studies of Housner ( 1957, 1963). Liquid storage tanks and piping systems are considered as critical components of those industrial facilities (Vathi et al. These hold liquids, compressed gases or mediums used for the short- or long-term storage of heat or cold. Looking at power/chemical/petrochemical plants, storage tanks containers are widely employed. The loss of the structural integrity of these structures can have severe consequences on the population, the environment and the economy (Krausmann et al. Seismic loading can induce large damages in industrial facilities and their complex components (Babič and Dolšek 2016 Demartino et al. Comparison between seismic action effects, obtained with and without consideration of sloshing and asynchronous seismic input, shows a rather important influence of these conditions on the final results. The effects of asynchronous ground motion are studied by suitable pseudo-static analyses. An efficient methodology based on an “impulsive-convective” decomposition of the container-fluid motion is adopted for the calculation of the seismic force. Sloshing effects are investigated according to the current literature state of the art. Particular attention is paid to sloshing and asynchronous seismic input effects. The analyses are based on a detailed finite element (FE) model a simplified one-degree-of-freedom idealization is also set up and used for verification of the FE results. The study herein presented deals with the dynamic analysis of a ground-based horizontal cylindrical tank containing butane and with its safety verification. If you are seeing no answers at all, enter a zero in the box above, which willĮliminate all formatting but at least you will see the answers.Cylindrical storage tanks are widely used for various types of liquids, including hazardous contents, thus requiring suitable and careful design for seismic actions. Most browsers, will display the answers properly but You may change the number of significant figures displayed by Will not be in scientific notation but will still have the same precision. Numbers are displayed in scientific notation with the amount of The default dipstick chart increments are based on the diameter value. It would be better to input this as 15 inches and 24 inches, then clicking the "inches" button so that the default chart now has 15 lines. For example, if you are inputting information for a tank that is 1.25 feet inĭiameter and 2 feet in length, you will end up with a default dipstick chart that has two lines - zero feet and one foot. The default dipstick chart is in increments of one but you can change that by clicking on one of the increment buttons.Īn alternative to this would be inputting a different set of units. In addition, a dipstick chart is automatically generated. If you need a vertical cylinder calculator, click here.īesides calculating volume for any particular depth, this calculator can also produce a "dipstick chart" showing volume across the entire range of tank depths.Įxample: Inputting liquid level = 3, diameter = 24, tank length = 30, then clicking "Inches" will display the total tank volume in cubic inches and US Gallons and will also show the volume at the 3 inch level. Use this calculator for computing the volume of partially-filled The numbers input above are in which units? Horizontal Cylindrical Tank Calculator and Dipstick Chart To see how this volume is calculated, click here.
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