How to model a column with nonlinear behaviour??
How to model a column with nonlinear behaviour??
(OP)
Hi!!
I had read the SAP2000n examples which includes nonlinear behaviour, but only appear one-joint Nllink element. How can I model a two-joint Nllink element to study columns with local nonlinearities?? And also, the Plastic 1 Nlllink element needs a force-deformation relationship according to the Wen's model... how transform the moment-curvature curve into the Wen's elasto-plastic behaviour??
Thanks a lot!!!
I had read the SAP2000n examples which includes nonlinear behaviour, but only appear one-joint Nllink element. How can I model a two-joint Nllink element to study columns with local nonlinearities?? And also, the Plastic 1 Nlllink element needs a force-deformation relationship according to the Wen's model... how transform the moment-curvature curve into the Wen's elasto-plastic behaviour??
Thanks a lot!!!
RE: How to model a column with nonlinear behaviour??
RE defining a force-deformation relationship, that is done by Defining hinge properties, then select frame elements and Assign hinges.