Hi:
Are the Takeda rules availables in Opensees?
Takeda Rules
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dear nrojas
you can use hysteretic material to represent the response of a "Thin Takeda" hysteretic model. Which is usually recommended for nonlinear response of columns.
For the case of beams, this will be a little conservative consideration in terms of energy dissipation, which is usually model with a "Fat Takeda" model.
you can use hysteretic material to represent the response of a "Thin Takeda" hysteretic model. Which is usually recommended for nonlinear response of columns.
For the case of beams, this will be a little conservative consideration in terms of energy dissipation, which is usually model with a "Fat Takeda" model.