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The nonlinear geometry effects are considered by using stability functions and the geometric stiffness matrix.
Seasonal effects are considered by using changing probability sets during the course of the year.
In order to model the real world application, the fractional differential equations are considered by using the fractional derivatives.
In the simulations, the long-range electrostatic forces are considered by using the particle-particle particle-mesh method.
Local buckling and postlocal buckling of plate components are considered by using large-deflection elastoplastic shell elements.
Geometric nonlinearities due to finite-amplitude shell motions are considered by using Donnell's nonlinear shallow-shell theory.
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Established sequences can be considered by using weighted constraints.
The geometric nonlinearity is considered by using stability functions and geometric stiffness matrix.
The bar fracture is considered by using maximum and minimum strain in reinforcing steel materials.
The uniqueness of the solutions has been considered by using the Banach fixed point theorem.
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