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The secant stiffness formulation approach has previously been implemented in nonlinear finite element procedures to predict the nonlinear response of reinforced concrete membrane elements (Vecchio 1989), as well as to estimate the load-carrying capacity of deep beams (Park and Kuchma 2007).
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Carnicero and Lopez-Garcia [37] adopt the nonlinear finite element procedure to establish the catenary model.
A finite element based hybrid subspace analysis procedure to predict the non-linear behaviour of statically loaded structures is presented.
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We also performed finite element modeling to predict the mechanical properties of the porous structures.
Then slamming pressures are added on the finite element model to predict the transient structural responses.
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In the second part, finite element analyses were used to predict the response under earthquake excitation.
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