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Nonlinear dynamic response of seismically excited rectangular concrete liquid filled tanks
[post]
2021
unpublished
The effect of nonlinearity on behaviour of rectangular concrete tanks partially filled with water is studied. The nonlinearity in the numerical modeling of the surface liquid sloshing performance and hydrodynamic pressure initiates from unknown boundary conditions of contained liquid volume. The nonlinear simulations are performed for Time-History seismic analysis using the finite element software ABAQUS/CAE. The nonlinear results are compared with linear analytical solutions and ACI 350.3-06
doi:10.32920/ryerson.14664894.v1
fatcat:okyqkpe6znddvhdcfk377g4drq