The OpenSees Community

Dear Opensees Users Below is the model I developed to analyze the nonlinear behavior of pier type structure and soil. I am utilizing the Contact Interface Model and an RC column for this simulation. The model works as long as the seismic excitation keeps the structure with in elastic range (I have t...

Thank you very much Jatkinson, I would certainly look in to it.
Seth

Hello Everyone.. I'm currently trying to develop a reinforced concrete column with the use of Concrete02 and ReinforcingSteel materials. However I am unable to find appropriate values for Esh, esh and eult variables (I wish to use fy - 250MPa, fu - 400MPa and Es - 200GPa). The column is expected to ...