A simplified seismic analysis of rigid base liquid storage tanks under vertical exicitation with soil-structure interaction
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Seismic responses of liquid storage tanks subjected to vertical excitation of near-fault earthquakes
2023, Engineering StructuresSimulation of the stress-strain state of a cylindrical tank under the action of forced oscillations
2022, Procedia Structural IntegrityOn the modal response of an instrumented steel water-storage tank including soil-structure interaction
2020, Soil Dynamics and Earthquake EngineeringCitation Excerpt :For this case, Malhotra et al. [5] proposed a simple procedure for the seismic analysis of tanks which allows a straightforward computation of the natural periods of the impulsive and convective responses. The effect of soil-structure interaction (SSI) on the dynamic response of tanks was firstly studied for entirely filled tanks under vertical excitation [6–8], showing that SSI may reduce substantially the hydrodynamic effects, especially in the case of soft soils. Later, Veletsos and Tang [42] performed a comprehensive study on the response of cylindrical tanks subjected to horizontal ground shaking, where the abovementioned mechanical model for rigid fixed-base tanks was extended to allow consideration of soil flexibility and base rocking.
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