Hello Everyone,
I am working on seismic evaluation of RC column under varying axial and cyclic loads. I am simulating the response in OpenSees.
1. For the case under which axial load is constant and lateral load vary cyclically where displacement control integrator has been applied to achieve the desired drift.
2 For the case in which both the axial and lateral loads are varying, I am unable to set the case in which column reach its desired latera drift and axial load at the same time. Any thoughts/help would be highly appreciated.
Thanks
Hasan