bond_sp01 model for rectangular section column

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
parasismique
Posts: 58
Joined: Tue Dec 13, 2016 7:14 am
Location: University of Tlemcen-Algeria

bond_sp01 model for rectangular section column

Post by parasismique »

Dear colleagues,

I have a problem in defining the Uniaxial Material Model for the steel fibers in zero-length section element for the rectangular section column.

Apparently the bond_sp01 model is not applicable for rectangular sections! Please, is there another solution?!

I appreciate your help.
Top
Post Reply

Return to “OpenSees.exe Users”