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changes.mady.by.user Zeynep Aladağ

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  • Beams and columns are modeled as a rod finite element. Nonlinear behavior is modeled by the piled plastic behavior model in plastic strain regions defined at the element ends.

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Stacked Plastic Behavior Concentrated Plasticity Model are described in detail under the heading . M3 joint with plasticization under the effect of bending in beams, and PM2P3 joint with plasticization under the interaction of axial force and biaxial bending in columns are defined.

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