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Consequently, it was found that the finite-element model is reliable enough to be simulated for nonlinear analyses of steel-reinforced concrete-filled steel tubular (SRCFT) columns.
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The overall nonlinear system is simulated for typical perturbations, e.g., control rod withdrawal and increase in steam demand.
To numerically verify the nonlinear stability of the true nonlinear system, the dynamical equations are simulated for a time that is longer than the mission life.
The nonlinear dynamics of drop growth and breakup are simulated for describing and predicting the universal features of drop formation.
Systems were simulated for 5 ns each.
In addition, the FEA was a linear analysis, while creep deformation should be simulated using a nonlinear analysis [ 44].
This behavior can be simulated using a nonlinear tube law (38) or more complex structure-based constitutive laws (50).
A range of behaviours can be simulated, including diffuse and nonlinear resonators, and loose surfaces.
The cylinder and the surrounding medium are simulated with nonlinear finite elements that account for both geometric and material nonlinearities.
By setting different nonlinear coefficients, different models can be simulated.
Desai and Kuppusamy (1980) introduced a one dimensional finite element model, in which the soil was simulated as nonlinear springs and a beam column element for the pile.
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